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Item 3.1 W-WWTFITEM 3_1 TPC The Planning Company PLANNING REPORT 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP REPORT DATE: 28 April 2022 RE: Otsego — Utilities; W-WTF Capacity Expansion TPC FILE: 101.01 BACKGROUND The existing West Wastewater Treatment Facility (W-WTF), located at 7551 Lancaster Avenue east of Labeaux Avenue and south of 771h Street, has been in service since 2005 and is nearing its original rated capacity. In accordance with the 2018 City of Otsego Wastewater Master Plan, a project to expand the treatment capacity from 600,000 gallons per day to 1,750,000 gallons per day is proposed. This is an increase of 6,572 Residential Equivalent Connections (RECs). In addition to capacity expansion, it is the City's desire to reduce odors, traffic, and noise from facility operations experienced by the adjacent residential neighborhood and City park. This is being done through the design of a new treatment process and associated indoor waste solids loading facility, as well as relocation of an administration building and long-term site access. The design for the project includes an upgraded preliminary treatment building, a new fine screening building, upgraded secondary biological treatment process, membrane biological treatment, UV disinfection, and low energy cascade aeration of water before discharge to Otsego Creek. By utilizing membrane treatment, the discharge water quality will further improve. The waste solids storage tank, which had generated odors in the past was removed from operation in 2020 and is no longer needed for storage services with this upgrade. The waste solids loading will be enclosed within a building and additional odor control implemented to mitigate odors from loading operations. The proposed improvements require consideration of a Conditional Use Permit amendment to allow for the facility expansion. A public hearing to consider the CUP amendment has been noticed for the Planning Commission meeting on 2 May 2022 at 7:OOPM. Exhibits: ■ Site Location Map ■ Existing Layout ■ Demolition Plan ■ Site Plan (3 sheets) ■ Grading Plan (4 sheets) ■ Civil Details ■ Landscape Plan (8 sheets) ■ Building Renderings (2 sheets) ■ Administration Building Plans (3 sheets) ■ Fine Screen Building Plans (3 sheets) ■ Blower Building Elevations ■ Membrane Treatment Building Plans (5 sheets) ■ Exterior Lighting Plan ANALYSIS Zoning. The subject site is zoned INS, Institutional District, which allows wastewater treatment facilities as a conditional use as provided for by Section 11-90-6.N of the Zoning Ordinance. An amendment of the existing CUP is required for the proposed expansion and improvements for the W-WTF project. Lot Requirements. Section 11-90-7.A.8 of the Zoning Ordinance specifies that lots developed with WWTFs must have a minimum area of 15 acres. Lot 1, Block 1, Sunray Farms 3rd Addition upon which the W-WTF is developed has an area of 19.52 acres. The existing lot exceeds the requirements of the Zoning Ordinance. Setbacks. Section 11-90-6.N.2 of the Zoning Ordinance requires a minimum 75 foot setback from property lines for WWTF structures. The proposed W-WTF Administration Building is setback 80 feet from the south lot line and the Sludge Treatment Building is the closest structure at the northeast corner of the property approximately 90 feet from the lot line. The proposed buildings within the W-WTF comply with the setback requirement stated by the Zoning Ordinance. Building Exterior. Section 11-17-4.D.2 of the Zoning Ordinance requires principal buildings within the INS District have an exterior comprised of 65 percent materials defined as Grade A or precast concrete panels with a textures or formed surface. The exterior of the proposed W- WTF buildings consists primarily of precast concrete panels. There are translucent panels and glass windows used for the Administration Building. The proposed exterior finish for the proposed W-WTF buildings comply with the requirements of the Zoning Ordinance. Building Height. Section 11-90-8 of the Zoning Ordinance limits the height of principal buildings and accessory structures to 40 feet. The tallest roof of the proposed of the administration building is 28 feet, the Fine Screen Building is 31 feet from the lowest grade to I the roofline, the Blower Building is 14 feet in height, and the Membrane Treatment Building is 28 feet in height from its lowest grade to the roofline. All of the proposed buildings comply with the height limit established by the Zoning Ordinance. Landscaping. A landscape plan has been prepared for enhancement of the landscaping surrounding the W-WTF. Four trees are to be removed north of the existing facility and a cluster of 12 trees will be removed west of the existing facility to allow for the proposed improvements. Proposed landscaping includes installation of a significant number of white spruce and river birch trees to the northwest, north, and east of the MTB building. Shade trees are also to be added south of the proposed administration building. The majority of the area will be planted with native grasses and forbs consistent with green initiatives at City facilities and to minimize maintenance needs. The types of proposed plantings are appropriate for the subject site and the sizes of the plantings comply with the requirements of Section 11-19-2.B.3 of the Zoning Ordinance. Access. The W-WTF is currently accessed from 77th Street, which is local residential street, via a shared driveway with Beaudry Meadows Park. To avoid conflicts with residential traffic and park users, the site plan has been developed to anticipate accessing the W-WTF from the west via 73rd Street. The change in access will also accommodate the long-term needs of the facility to utilize larger volume trucks for the removal of biosolids for transport to the East Waste Water Treatment Facility (E-WTF). The change in access is contingent upon the City being able to reach an agreement with the property owner of the parcel between the W-WTF lot and 73rd Street to acquire the necessary easement or development of that parcel that would include dedication of right-of-way and construction of a street by the developer that would be required to access at the south line of the W-WTF lot. The existing access to the W-WTF via 77th Street would be adequate in the interim until the west access is obtained. Off -Street Parking. The proposed W-WTF Administration Building includes two interior bays one of which is designed for loading of biosolids. The other bay is large enough to accommodate a semi -tractor trailer with four light-duty vehicle parking stalls to the side for storage of Utility Department vehicles. Six off-street parking stalls are located to the east of the proposed Administration Building for Utility Department staff and there are 10 stalls west of the building intended for public use when the access to 73rd Street is obtained. The proposed stalls are designed to comply with the dimensions required by Section 11-21-7.B of the Zoning Ordinance and include one disability van accessible stall. The proposed interior and exterior off-street parking stalls are adequate for the W-WTF. Exterior Lighting. Any exterior lighting to be installed at the W-WTF is subject to Section 11-16- 6 of the Zoning Ordinance. Lighting must be downcast with a horizontal shield and the intensity of lighting cast to property lines cannot exceed 0.4 foot candles. The plans for the W-WTF include new LED fixtures with 90 degree horizontal shields and the illumination field is within the limits established by the Zoning Ordinance. 91 Signs. Section 11-37-5.13 of the Zoning Ordinance establishes sign allowances for uses within the INS District. No plans are indicated on the submitted plans and can be reviewed at a later date subject to review and approval of the Zoning Administrator. Grading. A grading, drainage, and erosion control plan has been developed for the W-WTF improvements. All stormwater management issues are to be subject to review and approval of the City Engineer. Utilities. The proposed W-WTF Administration Building will be connected to City sewer and water utilities. All utility issues are subject to review by the Utilities Department and Building Official. Criteria. The proposed conditional use permit amendment is to be evaluated based upon (but not limited to) the criteria outlined in Section 11-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The Comprehensive Plan establishes that expansion of wastewater utilities is to be phased to accommodate service demands for development to ensure the financial stability of utility operations. The City has adopted the Wastewater Master Plan to coordinate and phase expansion of WTFs to provided needed capacity and improve operational efficiency. The W-WTF improvement project is included within the Wastewater Master Plan and is proposed for implementation based on established trigger events. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is surrounded by existing low density residential land uses. The required setback from property lines for the W-WTF buildings and proposed landscaping will create separation and a buffer from surrounding residential dwellings. The construction of the proposed W-WTF improvements will also reduce odor generating operations improving compatibility of the facility with the surrounding area. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed W-WTF improvement project complies with the appliable requirements of the Zoning Ordinance and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. In Comment: The subject site is currently accessed from 71 th Street, but the W-WTF improvement project is based upon long term acquisition of access to 73rd Street. Interim use of 77th Street is adequate for the facility until the frequency and type of vehicles required for operations necessitates the change in access to 73rd Street. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The proposed W-WTF improvement project is necessary to provide utility capacity for forecast development, increase efficiency in operations for the City's wastewater treatment system, and improve compatibility with surrounding residential uses. Neighborhood Meeting. City staff hosted a neighborhood meeting 22 March 2022 to provide information and answer questions regarding the W-WTF improvement project. Notice of the meeting was sent to property owners within 350 feet of the W-WTF lot consistent with a public hearing notice. The meeting was attended by one property owner from SunRay Farms whose lot is located south of the Administration Building and a member of the family that owns the rural parcel between the W-W-WTF lot and 73rd Street. RECOMMENDATION Completion of the W-WTF improvement project will allow the City to continue to meet the wastewater treatment needs as planned residential and business growth continues. The upgraded facility will also provide the ability to meet current and future regulatory requirements, make operations more efficient, and improve land use compatibility. City staff recommends approval of the CUP amendment subject to the conditions outlined below. POSSIBLE ACTIONS A. Motion to recommend approval of a Conditional Use Permit amendment for the W-WTF improvement project, subject to the following conditions: All signs shall be subject to review and approval of the Zoning Administrator. 2. All drainage and utility easements shall be subject to review and approval of the City Engineer. 3. All stormwater management issues shall be subject to review and approval of the City Engineer. 4. All utility issues shall be subject to review by the Utilities Department and Building Official. 5 B. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and requirements of the Zoning Ordinance. C. Motion to table. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer Kurt Neidermeier, Utility Manager David Kendall, City Attorney 3 a 9 m �r ra ap / r L/--==--------- _j wj ///'"A// X- A / � I � ♦ � / r, <ta� 7 J � � Y / � r r " /' \ � %~� V i-•�-- / / / p5\ ^ 1 /�' / 3- // I �' •� //1/ ri s. // Aw r /' .// /// / 1111 . y I .. 1 ♦ I s�. \ Hill .A Tf \ \\\ \\ saa///,' // ii ",;' . 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CHAIN LINK 2", 9 GAUGE CORNER 2-7/8" O.D. POSTS TOP RAIL 1-5/8" O.D. BRACE RAIL 15/8" O.D. BOTTOM TENSION 9 GAUGE WIRE GATE POSTS BS/8" O.D. GATE FRAME 1-7/e" O.D. 2", 9 GA. 10'-0" CHAIN LINK MAX. CORNER POST, TYP. TOP RAIL TENSION BAR TOP RAIL SLEEVE TENSION BANDS SPACED AT 15" C ABLI ADJUSTYP. � MAX. TWISTTOP Mme' SELVAGE, TYP. RAIL TIES SPACED END POST, TYP. AT 24" APART MAX. SELVAGE, TYPTTOM� i TYP. i TYP. POSTS SET IN CONCRETE, TYP. AS SHOWN - c� %1 CHAIN LINK FENCE DETAIL !�V SCALE: NONE SWING GATE ACCESSORY SCHEDULE MARK DESCRIPTION 1 HINGE POST, 65/8" O.D. 2 ORNAMENTALCAP 3 GATE CORNER 4 GATE FRAME, 2" O.D. 5 ADJUSTABLE TRUSS ROD 6 6 GAUGE TIES, MAX. SPACING 24" 7 TENSION BAND 8 TENSION BAR 9 CENTER STOP 10 9 GAUGE ZINC COATED CHAIN LINK MATERIAL, 2" MESH, 4" HIGH 11 3000 PSI CONCRETE 16" HDPE PIPE ALL WALL PENETRATIONS TO BE OVERSIZED TO ALLOW FOR SETTLING 2" COMBINATION AIRNACUUM VALVE 16" X 2" TAPPING SADDLE 48" 0 RCP 1 1/2" VENT PIPE BLIND FLANGE PRECAST REINFORCED CONCRETE MANHOLE RISER MFG. IN ACCORDANCE WITH A.S.T.M. DESIGNATION C 478 MANHOLESTEPS NOTES 1. FROST PROOF CASTING FRAME & COVER TO BE NEENAH FOUNDRY CO. R-1755 E, OR APPROVED EQUAL. 2. LIFT HOLES TO BE MANUFACTURED WATER PROOF. PIPE BOLLARD, TYP. OF 3 EQUALLY SPACED AROUND EACH MANHOLE, SEE DETAIL #24 MESH SCREEN, TYPE 316 SST 1 1/2" VENT PIPE MANHOLE RING AND FROST PROOF COVER SHALL HAVE: CONCEALED PICK BAR AND "O" RING GASKET CASTING AND FRAME (INCIDENTAL TO MANHOLE) 3-2" ADJUSTING RINGS, MAX. MANHOLE STEP, 12" O.C. VENT PIPE MOUNTING STRAP 4' ECCENTRIC CONE, REQ'D 2" COMBINATION AIRNACUUM VALVE 2" BALL VALVE BUTYL RUBBER GASKET ON ALL JOINTS (JOINT TO MEET ASTM 433 REQUIREMENTS) 16" X 2" TAPPING SADDLE TYPE 1 OR 2 BEDDING MATERIAL 48" DIA. PRECAST CONC. MANHOLE SECTION PRECAST REINFORCED CONIC. RING BASE 2 DOUBLE SWING GATE DETAIL 3 AIRIVACUUM VALVE MANHOLE DETAIL 50 SCALE: NONE 50 SCALE: NONE PIPE BOLLARD, TYP. OF 3 EQUALLY SPACED AROUND EACH MANHOLE, SEE DETAIL TO TANK 84" DIAMETER ASTM C478 CONC. PIPE MANHOLE WITH MONOLITHIC BASE MANHOLE COVER DESIGNED SEE MANHOLE COVER FOR HIGHWAY LOADING DETAIL 3IC501 STEPS, PROVIDE PLATFORM SUPPORT TYP. FFORINSULATION 4" RIGID INSULATION (RIP TO FIT AROUND MANHOLE t6' DEPTH) DOUBLE WRAP ENTIRE MANHOLE WITH 4 MIL POLY ASTM C443 RUBBER O-RING GASKET JOINT, 12" WIDE HEAVY Z! BITUMASTIC COATING AT ALL 1 JOINTS, TYP. V-1 3/8" .1 � Y 1'-1 3/8" 6"SCH. 40 PVC SLOPE AWAY FROM V 5-0" DIA w r `UNDISTURBED SOIL x-1/2" TO 1" WASHED GRAVEL DRAINAGE BASIN LINE TOP, BOTTOM, AND SIDES OF DRAINAGE BASIN WITH FILTER FABRIC UNUM GRATE 6" PVC BACKWATER VALVE CONC. VAULT ANNULAR SEAL 4" DI PIPE SPOOL (FL X PE) 4" RESTRAINED - w U MANHOLESTEPS / 48"0 PRECAST REINFORCED \ CONCRETE MANHOLE RISER MFG. IN ACCORDANCE WITH AS.T.M. \ DESIGNATION C 478 ANNULAR SEAL 4" DI PIPE SPOOL (FL X PE) PIPE, SEE SITE / DRAWINGS FOR \ TYPE 4" RESTRAINED COUPLING � I / 4" CHECK VALVE (VERIFY FLOW DIRECTION NOTES 1. FROST PROOF CASTING FRAME & COVER TO BE NEENAH FOUNDRY CO. R-1755 E, OR APPROVED EQUAL. 2. UFT HOLES TO BE MANUFACTURED WATER PROOF. MANHOLE RING AND FROST PROOF COVER SHALL HAVE: CONCEALED PICK BAR AND "O" RING GASKET CASTING AND FRAME (INCIDENTAL TO MANHOLE) 3-2" ADJUSTING RINGS, MAX. 71" MANHOLE STEP, 12" O.C. 4' ECCENTRIC CONE, RED D 4" CHECK VALVE (VERIFY FLOW DIRECTION BUTYL RUBBER GASKET ON ALL JOINTS (JOINTTO MEETASTM 433 REQUIREMENTS) 4" DI PIPE SPOOL (FLX PE) 4" RESTRAINED COUPLING 5" 4" PIPE, SEE SITE DRAWINGS FOR TYPE ANNULAR SEAL 4 PIPE SUPPORT LV 48" DIA. PRECAST CONC. MANHOLE SECTION PRECAST REINFORCED CONC. BASE 5 BACKFLOW PREVENTER MANHOLE s VAULT DRAIN DETAIL a CHECK VALVE MANHOLE DETAIL 50 SCALE: NONE 50 SCALE: NONE C501 SCALE: NONE Advanced Engineering and Environmental Services, LLC 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 0 www.ae2s.com I— Z cW G W O ca G ,-- O W W Z vJ Q H2 a _ O ( O- LL W LL0H > O U h W O W U) I— O DRANNGTI'PE I PRELIMINARY PREPARED BY PH CHECKED /APPROVED ### / ### DATE JAN 2022 PROJECTNUMBER 05409-2017-004 FACILITY SD DRAWING C501 PIPING SCHEDULE ITEM DESCRIPTION 1 8" BACKFLOW PREVENTER, WATTS 909 RDPA WITHOUT VALVES, OR EQUAL. (FL X FL) 2� PIPE SUPPORT (3 REQUIRED) 3O B" DI PIPE (FLx PE) ® 8" DI WATER MAIN SO 8" GATE VALVE W/ VALVE BOX (RMJ X RMJ) PIPE BOLLARD, TYP. OF 3 EQUALLY SPACED AROUND EACH MANHOLE, SEE DETAIL TO TANK 84" DIAMETER ASTM C478 CONC. PIPE MANHOLE WITH MONOLITHIC BASE MANHOLE COVER DESIGNED SEE MANHOLE COVER FOR HIGHWAY LOADING DETAIL 3IC501 STEPS, PROVIDE PLATFORM SUPPORT TYP. FFORINSULATION 4" RIGID INSULATION (RIP TO FIT AROUND MANHOLE t6' DEPTH) DOUBLE WRAP ENTIRE MANHOLE WITH 4 MIL POLY ASTM C443 RUBBER O-RING GASKET JOINT, 12" WIDE HEAVY Z! BITUMASTIC COATING AT ALL 1 JOINTS, TYP. V-1 3/8" .1 � Y 1'-1 3/8" 6"SCH. 40 PVC SLOPE AWAY FROM V 5-0" DIA w r `UNDISTURBED SOIL x-1/2" TO 1" WASHED GRAVEL DRAINAGE BASIN LINE TOP, BOTTOM, AND SIDES OF DRAINAGE BASIN WITH FILTER FABRIC UNUM GRATE 6" PVC BACKWATER VALVE CONC. VAULT ANNULAR SEAL 4" DI PIPE SPOOL (FL X PE) 4" RESTRAINED - w U MANHOLESTEPS / 48"0 PRECAST REINFORCED \ CONCRETE MANHOLE RISER MFG. IN ACCORDANCE WITH AS.T.M. \ DESIGNATION C 478 ANNULAR SEAL 4" DI PIPE SPOOL (FL X PE) PIPE, SEE SITE / DRAWINGS FOR \ TYPE 4" RESTRAINED COUPLING � I / 4" CHECK VALVE (VERIFY FLOW DIRECTION NOTES 1. FROST PROOF CASTING FRAME & COVER TO BE NEENAH FOUNDRY CO. R-1755 E, OR APPROVED EQUAL. 2. UFT HOLES TO BE MANUFACTURED WATER PROOF. MANHOLE RING AND FROST PROOF COVER SHALL HAVE: CONCEALED PICK BAR AND "O" RING GASKET CASTING AND FRAME (INCIDENTAL TO MANHOLE) 3-2" ADJUSTING RINGS, MAX. 71" MANHOLE STEP, 12" O.C. 4' ECCENTRIC CONE, RED D 4" CHECK VALVE (VERIFY FLOW DIRECTION BUTYL RUBBER GASKET ON ALL JOINTS (JOINTTO MEETASTM 433 REQUIREMENTS) 4" DI PIPE SPOOL (FLX PE) 4" RESTRAINED COUPLING 5" 4" PIPE, SEE SITE DRAWINGS FOR TYPE ANNULAR SEAL 4 PIPE SUPPORT LV 48" DIA. PRECAST CONC. MANHOLE SECTION PRECAST REINFORCED CONC. BASE 5 BACKFLOW PREVENTER MANHOLE s VAULT DRAIN DETAIL a CHECK VALVE MANHOLE DETAIL 50 SCALE: NONE 50 SCALE: NONE C501 SCALE: NONE Advanced Engineering and Environmental Services, LLC 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 0 www.ae2s.com I— Z cW G W O ca G ,-- O W W Z vJ Q H2 a _ O ( O- LL W LL0H > O U h W O W U) I— O DRANNGTI'PE I PRELIMINARY PREPARED BY PH CHECKED /APPROVED ### / ### DATE JAN 2022 PROJECTNUMBER 05409-2017-004 FACILITY SD DRAWING C501 1 Dr m.g. Pcx-_ I UU111Y Edsepe I ; per -plat O( S,NRAY FARMS .¢ 'RD";ADU1110N i I I I I I: 4TH i�DDI N - t: 2 1....- \_. - _ _ _.-> �. e- I� 10 c C J U p y / OH ILIJ. co �j J S�< ; --- I. I / :. - \ i I I ,i 1 !�!` til` �� !� tr.. ,,,- , - -- t' ! ! +\ 1 1 -I ( J• (t, ti. .�:� �r� � �:..� p I 1 ¢t t f �t�� \1111 ��•: _'{\ \' � I I I °� s, /f� � � ��.' \\ ---- -F �\ t \ Iz'il t�1lttl:i. \( Cj �,/ /� • `^ \ � I t \\ _� ..� � -. � � fie. ,�; � I I ,� - \ I I 1 r f t � \ A I o _;�' '" I,`j "^� _ \ �,�\;d• / f�t II�` \' I \I 1 \"� \ .T I I 1 \ :I ,h yI x'sr, r...7�\\ I i \ \ 1•'C'�' :I •i.r meg.=T:-nrrZmd �; &l' r 6 3• I I I ,� � l rr \ 11' II/ J\ ` ..�' ��_ �:; .i - 3 ��Mi.�.�. J �^ \ � I I I I I I �•\ `C (' I ( °\�ua . _F-...._.. l :r'�:: 1: °Z If 1 f a \ 0 + \ a u b 06 .0 i I e B \I \\ i ! wn<mP: v EJa 07 I I i f I 1 1 ..x..- a.;.: , d 1 A°- \ \ ! I \ 1 Og 1 I I i ( 1 I DLi,.I"ceFod rico - w`ia \ \ \\ 09 1 I II \ r n 1 it 13 I M I - ....../ ! I\ I I •` w>:e 141 15 1 161�c\an ._. .... ..... .... ..... . f _ _ ....._ _.........-.. - - 44�l \\\0 \ II -1 �^F v .• Advanced Engineering and Environmental Services, LLC 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 0 www.ae2s.com 00 z � Iw j o ISI Uma m owQ > N z z r•�l I �5 oz i w A y mom I 12 W LU cc N W N �CA O N 0 Q= °� I o S a I 0 I 0 40 T U) ' Z Scale in Feet H N NORTH z W zi GENERAL NOTES W ' W 1. SEE SHEET L006 FOR TREE PROTECTION NOTES O AND DETAILS OQ, 2. TOTAL TREE REMOVALS: 9 CONIFEROUS AND 7 ' d DECIDUOUS TREES 3. TOTAL PROPOSED TREES: 22 CONIFEROUS AND c _ 20 DECIDUOUS TREES _G Z a W W z o ' QHS 1 D_ O w w ' W O P w F_ O a LU LU I TREE REMOVALS UIt F- ' NO. SIZE TREE TYPE (n 01 4" CONIFEROUS LLJ '02 4" CONIFEROUS O _ 03 4" CONIFEROUS ' 04 6" CONIFEROUS W 05 4" CONIFEROUS ' O O6 - DECIDUOUS 07 DECIDUOUS ' 08 4" CONIFEROUS 09 DECIDUOUS DRAWING TYPE ' 10 4" CONIFEROUS PRELIMNARY 11 DECIDUOUS PREPARED BY MJR ' 12 - DECIDUOUS CHECKED/APPROVED 13 DECIDUOUS JS I TVV ' 14 4" CONIFEROUS DATE is DECIDUOUS FEB 2022 _ PROJECT NUMBER I 16 4" CONIFEROUS 05409-2017-004 LEGEND FACILITY TREE PROTECTION SW EXISl1NG TREE TO REMAIN DRAWING DEMO TREE L005 TREE PRESERVATION NOTES SITE SPECIFIC NOTES 1. [list any general information regarding pre -construction requirements permitting, tree removal, coordination, etc.] TREE PROTECTION 1. CONTRACTOR SHALL PRESERVE TREES SHOWN IN THE DRAWINGS TO BE PROTECTED AND PRESERVED. INSTALL TREE PROTECTION MEASURES PER DETAILS. 4. TREE PROTECTION MEASURES ARE TO BE INSTALLED PRIOR TO DEMOLITION AND SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD. 5. NO WORK SHALL OCCUR IN TREE PROTECTION ZONES. 6. CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS TO MINIMIZE DAMAGE TO TREES WHERE WORK IS DESIGNATED TO OCCUR WITHIN AND ADJACENT TO THE DRIPLINE OF TREES. REFER TO TREE PROTECTION DETAILS FOR TREE PROTECTION FENCE, TRUNK PROTECTION, AND PRUNING PRACTICES. 6.1. EXCAVATION WORK WITHIN DRIPLINE OF TREES SHALL BE LIMITED TO HAND REMOVAL, DIRECTIONAL BORING, AND AIR KNIFE ONLY TO MINIMIZE DAMAGE TO ROOT SYSTEMS. SEE SPECIFICATIONS FOR DIRECTIONAL BORING DEPTHS WITHIN DRIPLINE OF TREES. 6.2. WHERE WORK IS TO OCCUR WITHIN DRIPLINE OF TREES OR TREE PROTECTION ZONES, PROVIDE ROOT PRUNING AS CLEANLY CUT ROOTS PRIOR TO EXCAVATION OR TRENCHING ACTIVITIES. ROOT PRUNING TO BE PERFORMED BY ISA CERTIFIED ARBORIST FAMILIAR WITH ROOT PRUNING PRACTICES. 6.3. PROTECT TRUNK AND BRANCHES FROM DAMAGE WHERE WORK IS DESIGNATED TO OCCUR WITHIN THE DRIPLINE OF TREES. PROVIDE TRUNK PROTECTION PER DETAILS. 7. CONTRACTOR SHALL NOT PLACE TEMPORARY STRUCTURES OR STORE MATERIALS IN TREE PROTECTION ZONES OR WITHIN THE DRIPLINE OF TREES. TRUNK PROTECTION 1"= T-0„ 3'-0" KEEP OUT TREE PRESERVATION AREA CALL TO REPORT VIOLATIONS 0 w PROHIBIDO ENTRAR ZONA DE PROTECION DEL ARBORI/ LLAMAR AL TEL. ### """ ,.,.,,/ PARA REPORTAR INFRACCIONES DETAIL -TREE PROTECTION SIGNAGE 111T = r-0• NOTES: 1. DO NOT FASTEN PLANKING DIRECTLY TO TREE TRUNK. 2. DO NOT INSTALL PLANKING ON ROOT FLARE. PROTECTIVE PLANKING: 2x4x8 UNTREATED LUMBER, COMPLETELY AROUND TREE TRUNK MIN. 1/2" DIAMETER NATURAL ROPE OR NYLON STRAPS, TIGHTENED AROUND BOARDS. STAPLE TO BOARDS TO PREVENT SLIPPAGE. 3 STRAPS PER TREETRUNK WRAP TREE WITH 3-5 LAYERS BURLAP COMPLETELY UNDER TREE PROTECTION BOARDS. PROVIDE 5 LAYERS ON THIN -BARKED TREES (E.G. SUGAR MAPLES) P-20.201-71 LAMINATED TREE PROTECTION SIGNAGE SPACED EVERY 50' ALONG FENCE PROVIDE CONTACT INFORMATION FOR CONSTRUCTION PROJECT MANAGER P-20.201-69 ROOT PROTECTION 1. IN AREAS WHERE WORK OCCURS WITHIN DRIPLINE OF TREES AND IDENTIFIED AS ROOT PROTECTION ZONES, CONTRACTOR SHALL USE EXTRA PRECAUTION TO MINIMIZE DISTURBANCE TO ROOTS DURING CONSTRUCTION ACTIVITIES. 2. PROVIDE PROVIDE PROTECTIVE 4" ORGANIC WOOD MULCH LAYER BENEATH AND AROUND BUILIDNG CONSTRUCTION AREAS, CLEAN ROOT CUTTING BY ISA CERTIFIED ARBORIST, AND LOW -IMPACT EXCAVATION MEASURES. REFER TO PROJECT NOTES AND SPECIFICATIONS 3. CONTRACTOR SHALL NOT STORE MATERIALS, EQUIPMENT, OR PARK VEHICLES IN ROOT PROTECTION ZONES. LIMITED. 4. TEMPORARY ACCESS AND MOVEMENT ACROSS ROOT PROTECTION ZONES AND OVER PROTECTIVE MULCH LAYER TO FACILITATE THE WORK SHALL BE PERMITTED. REPAIR TO PROTECTIVE MULCH LAYER DISTURBED BY CONSTRUCTION ACTIVITIES DURING THE DURATION OF THE WORK. 10' MAX. BETWEEN SUPPORTS PERSPECTIVE PLAN INSTALL FENCE 6' MIN. OUTSIDE DRIPLINE OR AS SHOWN ON PLAN. DETAIL -TREE PROTECTION 1 12" = V-0" VARIES =R: COATED WIRE OR NYLONE ROPE TO KEEP AUGHT )TECTION FENCING: 48" ORANGE SNOW FENCING TRUCTION GRADE CHAIN LINK. FASTEN TO POSTS MANIZED WIRE TIES )TECTION SIGNAGE SPACED EVERY 50' ALONG EFER TO SIGNAGE DETAIL U -CHANNEL 1.12 LBS/FOOT STRENGTH PAINTED \NIZED PROTECTION FENCING SHALL BE INSTALLED 2 TO DEMOLITION IN LOCATIONS SHOWN ON SAND SHALL BE MAINTAINED FOR THE uuRATION OF THE CONSTRUCTION PERIOD.TREE PROTECTION FENCING MAY BE RELOCATED AS NECESSARY WITH APPROVAL FROM THE LANDSCAPE ARCHITECT. 2. CONTRACTOR SHALL NOT STORE MATERIALS, EQUIPMENT OR PARK VEHICLES IN TREE PROTECTION ZONES. THE FENCE SHALL PREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OF TEMPORARY FACILITIES, EQUIPMENT, STOCKPILES AND SUPPLIES FROM HARMING VEGETATION WITHIN THE LIMITS OF PROTECTION. 3. PLACE 4" DEPTH ORGANIC WOOD MULCH WITHIN \ TREE PROTECTION FENCING FOR MOISTURE PRESERVATION 4. PLACE TREE PROTECTION WITHIN DRIPLINE WHEN 6'M/N FULL DRIPLINE PROTECTION IS NOT FEASIBLE DUE TO EXISTING PAVEMENT OR OTHER OBSTACLES. 5. WHERE TREE PROTECTION OCCURS WITHIN DRIPLINE OF TREE, WRAP TRUNK W/ 2X4X8 BOARDS SECURED TIGHTLY AROUND TRUNK WITH STRAP BINDINGS. 6. NO PRUNING SHALL BE PERFORMED EXCEPT WHERE APPROVED BY APPROVED LANSDCAPE ARCHITECT AND PERFORMED BY ISA CERTIFIED ARBORIST. 7. WHERE WORK OCCURS WITHIN DRIPLINE OF TREE, ROOT PRUNING TO BE PERFORMED BY ISA CERTIFIED ARBORIST PRIOR TO EXCAVATION OR TRENCHING. Advanced Engineering and Environmental Services, LLC 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 0 www.ae2s.com P-20.201-19 Z r „r Z W W O U) a W —0LLI z a Q H o z: 0 0 z LL W p LL 0 O W n_ n. >) W O W V) F_ O DRAV41NG TYPE PRELIMINARY PREPARED BY MJR CHECKED(APPROVED JS / TW DEC 2021 05409-2017-004 FACUTY XX DRAWING L006 e f GROUNDCOVER SCHEDULE CODE DESCRIPTION PLANTING SOILTREATMENT SOILTYPE AMENDMENTS IRRIGATION NOTES WETZONE CONT. WOODLAND EDGE SOUTH & WEST MIX L210, L220, L230 SCARIFY &TILL EXISTING SUBGRADE; PLANT COVER CROP DURING ESTABLISHMENT AMENDED NATIVE SOIL FROM SITE PER SOIL TEST TEMPORARY ESTABLISHMENT IRRIGATION NATIVE POLLINATOR AND BLANDING'S TURTLE HABITAT; MOW INFREQUENTLY AND APPLY NO PESTICIDES ZONE 4, 5 _'QC-02. LOW MAINTENANCE TURF L210, L230 SCARIFY & TILL EXISTING SUBGRADE 6" THICK TOPSOIL -AMENDED FROM SITE PER SOIL TEST TEMPORARY ESTABLISHMENT IRRIGATION VEGETATIVE TRANSITION FROM PAVED AREAS; LOW MAINTENANCE TURF MIX ZONES GW3 .t. DRY SWALE/POND SEED MIX L210 SEE CIVIL SEE CIVIL PER SOIL TEST TEMPORARY ESTABLISHMENT IRRIGATION WILDLIFE HABITAT ZONE 1, 2, 3, 4 WET ZONE DEFINITIONS ZONE 1: SUBMERGENT ZONE; 1.5 TO 6 FEET OF WATER ZONE 2: EMERGENT ZONE; 0 TO 18 INCHES OF WATER ZONE 3: WET MEADOW ZONE; PERMANENT MOISTURE ZONE 4: FLOODPLAIN ZONE; FLOODED DURING SNOWMELT AND LARGE STORMS ZONE 5: UPLAND ZONE; SELDOM OR NEVER INUNDATED (THE UPLAND ZONE INCLUDES PRAIRIE AND FOREST PLANT COMMUNITIES) MASTER PLANT SCHEDULE D 60 TREE/E,S�;,ry�'; CODE QTY L210 L220 L230 BOTANICAL/ COMMON NAME SIZE CONT. Z J�' BN 16 GENERAL NOTES 16 BETULA NIGRA / RIVER BIRCH MULTI -TRUNK 2.5" CAL. B&B et PG 8 1 � 8 PICEA GLAUCA / WHITE SPRUCE 6' HEIGHT B&B PREPARE SOIL AND SEED TO EXTENTS OF SITE PR 14 3 11 PINUS RESINOSA/ RED PINE W HEIGHT B&B _ O OW �QB 4 4 LL 0 wa 8. QUERCUS BICOLOR / SWAMP WHITE OAK 2.5" CAL. B&B PROJECT LIMITS LINE �V �_O��G Total sq ft 66,751 16,756 6,046 SEE SHEET L220 WHITE PINE (50' TO 80' MATURE HT.) RIVER BIRCH (40' TO 70' MATURE HT.) EXISTING FENCE 1 SECTION AT NW LANDSCAPE SCREENING 0 40 L100 Scale in Feet Advanced Engineering and Environmental Services, LLC 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 0 www.ae2s.com D 60 O mwLL � o O D Qoa w.l T r ■.r NORTH VO � .r LL ^ ` Sao GENERAL NOTES °o 1. SEE L506 FOR PLANTING DETAILS Z C o i5� � r O � FWr 1 � 3. SEE CIVIL FOR SITE GRADING AND RETENTION POND z 2 Q 4. SEEDED AREAS ON PLAN APPROXIMATE; � PREPARE SOIL AND SEED TO EXTENTS OF SITE z A D 60 O Scale in Feet F - NORTH Z w GENERAL NOTES W 1. SEE L506 FOR PLANTING DETAILS O 2. SEE SURVEY FOR EXISTING FENCE; SEE CIVIL IY FOR MODIFIED FENCE � 3. SEE CIVIL FOR SITE GRADING AND RETENTION POND z 2 Q 4. SEEDED AREAS ON PLAN APPROXIMATE; — a PREPARE SOIL AND SEED TO EXTENTS OF SITE DISTURBANCE, TYP. W U W Z 6. rn 2 PQ _ O OW 7• Il LL W OO LL 0 wa 8. 9• O Q U 10. CONSTRUCTION NOTES _ V O U J UJ 3 O ® L100 O W © F- 8 0 O 10 DRAVANGTYPE I PRELIMINARY PREPARED BY MJR CHECKED/APPROVED JS / TW DATE FEB 2022 PROJECT NUMBER 05409-2017-004 FACIUTY SW DRAWING L100 GROUNDCOVER SCHEDULE CODE DESCRIPTION PLANTING SOILTREATMENT SOIL TYPE AMENDMENTS IRRIGATION NOTES WETZONE O RETENTION AREA; SEE CIVIL TEMPORARY ESTABLISHMENT NATIVE POLLINATOR AND BLANDING'S TURTLE -0t' i WOODLAND EDGE SOUTH 8 WEST MIX L210, L220, SCARIFY &TILL EXISTING SUBGRADE; PLANT COVER CROP AMENDED NATIVE SOIL FROM SITE PER SOIL TEST HABITAT; MOW INFREQUENTLY AND APPLY NO ZONE 4, 5 C :.� C) ; L230 DURING ESTABLISHMENT IRRIGATION PESTICIDES 'GC 'GC -02, - LOW MAINTENANCE TURF L210, L230 SCARIFY 8 TILL EXISTING SUBGRADE 6" THICK TOPSOIL -AMENDED FROM SITE PER SOIL TEST TEMPORARY VEGETATIVE TRANSITION FROM PAVED AREAS; ZONES - IRRIGATION LOW MAINTENANCE TURF MIX _p GQ -03 .:,. DRY SWALEIPOND SEED MIX L210 SEE CIVIL SEE CIVIL PER SOIL TEST TEMPORARY ESTABLISHMENT WILDLIFE HABITAT ZONE 1, 2, 3, 4 IRRIGATION WET ZONE DEFINITIONS ZONE 1: SUBMERGENT ZONE; 1.5 TO 6 FEET OF WATER ZONE 2: EMERGENT ZONE; 0 TO 18 INCHES OF WATER ZONE 3: WET MEADOW ZONE; PERMANENT MOISTURE ZONE 4: FLOODPLAIN ZONE; FLOODED DURING SNOWMELT AND LARGE STORMS ZONE 5: UPLAND ZONE; SELDOM OR NEVER INUNDATED (THE UPLAND ZONE INCLUDES PRAIRIE AND FOREST PLANT COMMUNITIES) _ FUTURE EXPANSION 2 \ M TWAS GARAGE ADMINISTRATION•'.'3- 1 1 1 TT + ..t. * { ...I J c c: I - 4,-04'-0"(TYP.) O AUC LUC 4 .I /�/ -,ls� �. .C)_ 1-- C j t `.C, 6 C O e r � f)"U,)O �J f � TJ<.\>(?r.a<�L2ytY'-,•�k Io ....1—ttk .. _ Advanced Engineering and Environmental Services, LLC 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 0 www.ae2s.com _ o a �Cwo O NORTH ~U �KQ V�}aF W z Y�UN m�mm i z w _ y 7 0 20 Scale in Feet GENERAL NOTES 1. SEE L506 FOR PLANTING DETAILS 2. SEE C102 FOR FACILITY KEY 3. SEEDED AREAS ON PLAN APPROXIMATE; PREPARE SOIL AND SEED TO EXTENTS OF SITE DISTURBANCE, TYP. 0 U) 17— z Z W 2 W O W Ca C Z �O o W C9 a < F -z =o0 g E -W LL. a Lt_ O F LU } O N U g U) O 0 W O r DRAWING TYPE I PRELIMINARY PREPARED BY MJR CHECKED /APPROVED JS / TW DATE FEB 2022 PROJECT NUMBER 05409-2017-004 FACILITY SW DRAWING L210 CONSTRUCTION NOTES (D 17 CLEAR SETBACK AT FENCE, EACH SIDE O GC -01 WOODLAND EDGE SOUTH & WEST MIX O GC -02 LOW MAINTENANCE TURF ® GC -03 DRY SWALEIPOND SEED MIX O RETENTION AREA; SEE CIVIL 0 U) 17— z Z W 2 W O W Ca C Z �O o W C9 a < F -z =o0 g E -W LL. a Lt_ O F LU } O N U g U) O 0 W O r DRAWING TYPE I PRELIMINARY PREPARED BY MJR CHECKED /APPROVED JS / TW DATE FEB 2022 PROJECT NUMBER 05409-2017-004 FACILITY SW DRAWING L210 x 2 GROUNDCOVER SCHEDULE CODE DESCRIPTION PLANTING SOILTREATMENT SOILTYPE AMENDMENTS IRRIGATION NOTES WETZONE () <? ' � ^I 1210, 1220, SCARIFY 6 TILL EXISTING SUBGRADE; PLANT COVER CROP — N w TEMPORARY ESTABLISHMENT NATIVE POLLINATOR AND BLANDING'S TURTLE HABITAT; MOW INFREQUENTLY AND APPLY NO ZONE 4,5 GFT C WOODLAND EDGE SOUTH 8 WEST MIX L230 DURING ESTABLISHMENT AMENDED NATIVE SOIL FROM SITE PER SOIL TEST IRRIGATION n LLW Q ws` 64 m�UN I}— 0- CONSTRUCTION NOTES _�H 1z gF PESTICIDES 0 U) 0 O GC -01 WOODLAND EDGE SOUTH 8 WEST MIX W Q 3 J TEMPORARY ESTABLISHMENT VEGETATIVE TRANSITION FROM PAVED AREAS; ZONE5 (D LOW MAINTENANCE TURF 1210, L230 SCARIFY B TILL EXISTING SUBGRADE 6"THICKTOPSOIL- AMENDED FROM SITE PER SOIL TEST IRRIGATION LOW MAINTENANCE TURF MIX O "+" 1" GC.03 .1 DRY SWALEIPOND SEED MIX L210 SEE CIVIL SEE CIVIL PER SOIL TEST TEMPORARY ESTABLISHMENT WILDLIFE HABITAT ZONE 1, 2, 3, 4 IRRIGATION WET ZONE DEFINITIONS ZONE 1: SUBMERGENT ZONE; 1.5 TO 6 FEET OF WATER ZONE 2: EMERGENT ZONE; 0 TO 18 INCHES OF WATER ZONE 3: WET MEADOW ZONE; PERMANENT MOISTURE ZONE 4: FLOODPLAIN ZONE; FLOODED DURING SNOWMELT AND LARGE STORMS ZONE 5: UPLAND ZONE; SELDOM OR NEVER INUNDATED (THE UPLAND ZONE INCLUDES PRAIRIE AND FOREST PLANT COMMUNITIES) SEE SHEET L230 i 1 � i, C f,. C 2 I � GENERAL NOTES 1. SEE L506 FOR PLANTING DETAILS i I I I I I Advanced Engineering and Environmental Services, LLC 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 0 www.ae2s.com O 0 20 Scale in Feet NORTH IS U) F Z W LU LU GENERAL NOTES 1. SEE L506 FOR PLANTING DETAILS i ,. 2. SEE C102 FOR FACILITY KEY Palo" 3. SEEDED AREAS ON PLAN APPROXIMATE; H< ' � ^I _o — N w o 6 rc z >z LU Z I-- C/) Oz w ~ ^I =O o0 o w n LLW Q ws` 64 m�UN I}— 0- CONSTRUCTION NOTES _�H 1z gF 12' CLEAR SETBACK AT FENCE, EACH SIDE O O 0 20 Scale in Feet NORTH IS U) F Z W LU LU GENERAL NOTES 1. SEE L506 FOR PLANTING DETAILS i 2. SEE C102 FOR FACILITY KEY F-- 0 _ 3. SEEDED AREAS ON PLAN APPROXIMATE; IL0 PREPARE SOIL AND SEED TO EXTENTS OF SITE DISTURBANCE, TYP. — N O o W CD LU Z I-- C/) wLLI =O o0 o n LLW Q (SOF- Q I}— 0- CONSTRUCTION NOTES U a 12' CLEAR SETBACK AT FENCE, EACH SIDE O 0 U) 0 O GC -01 WOODLAND EDGE SOUTH 8 WEST MIX W Q 3 J O (D W O DRAWINGTYPE PRELIMINARY PREPARED BY MJR CHECKED/APPROVED JS / TVV FEB 2022 PROJECTNUMBER 05409-2017-004 FAULTY SW L220 2 PLANT SCHEDULE L23O TREES CODE QTY BOTANICAL/COMMON NAME SIZE CONT. wF.I BN 16 BETULA NIGRA / RIVER BIRCH MULTI -TRUNK 2.5" CAL. B&B 4. SEEDED AREAS ON PLAN APPROXIMATE; PG 6 PICEA GLAUCA / WHITE SPRUCE 6' HEIGHT B&B ;�- PR 11 FPINUSESINOSA / RED PINE 6' HEIGHT B&B Advanced Engineering and Environmental Services, LLC 9 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 0 www.ae2s.com OD 20 !`z� Scale in Feet NORTH Is ow � 1. SEE L5D6 FOR PLANTING DETAILS % O wF.I 0 ~ SCHEDULE a O 3. SEE C102 FOR FACILITY KEY Z 4. SEEDED AREAS ON PLAN APPROXIMATE; - PREPARE SOIL AND SEED TO EXTENTS OF SITE z DISTURBANCE, NP. O (D W W Z z Z2 z >z 2O 0 00 - LL LL W Q W O F Q o � a - CONSTRUCTION NOTES i A a F-- U) O GC -01 WOODLAND EDGE SOUTH &WEST MIX W Q OD 20 !`z� Scale in Feet NORTH Is r) � Z W LU W GENERAL NOTES 1. SEE L5D6 FOR PLANTING DETAILS % O 2. SEE L210 OR L220 FOR GROUNDCOVER = SCHEDULE a O 3. SEE C102 FOR FACILITY KEY Z 4. SEEDED AREAS ON PLAN APPROXIMATE; - PREPARE SOIL AND SEED TO EXTENTS OF SITE O DISTURBANCE, NP. O (D W W Z Q F- w 2O 0 00 - LL LL W Q W O F Q o � a - CONSTRUCTION NOTES U a O 12' CLEAR SETBACK AT FENCE, EACH SIDE a F-- U) O GC -01 WOODLAND EDGE SOUTH &WEST MIX W Q O GC -02 LOW MAINTENANCE TURF J O W 0 F DRAWINGTYPE PRELIMINARY PREPARED BY MJR CHECKED/APPROVED JS / TW DATE FEB 2022 PROJECT NUMBER 05409-2017-004 FACIun SW DRAWING L230 x oe � W N NOTE: ;5 �-: I UV W N CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING NOTE: I.L. TREES IN A PLUMB POSITION THROUGHOUT THE CONTRACTOR SHALL BE RESPONSIBLE FOR o y w WARRANTY PERIOD. WRAP TREE TRUNKS ONLY UPON MAINTAINING TREES IN A PLUMB POSITION ME _ 3 APPROVAL BY LANDSCAPE ARCHITECT. SEE THROUGHOUT THE WARRANTY PERIOD. WRAP Qo S a SPECIFICATION SECTION RELATED TO PLANTS AND SOIL TREE TRUNKS ONLY UPON APPROVAL BY o PREPARATION. LANDSCAPE ARCHITECT. SEE SPECIFICATION \ SECTION RELATED TO PLANTS AND SOIL L` EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT PREPARATION. Q FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE, THE SOIL SHALL BE EACH TREE SHALL BE PLANTED SUCH THAT THE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO ROOT FLARE IS VISIBLE AT THE TOP OF THE WHERE THE FIRST MAIN ORDER ROOT (1/2" DIA. OR ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE, LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER THE SOIL SHALL BE REMOVED IN A LEVEL ROOT 1" HIGHER THAN ADJACENT GRADE. DO NOT COVER MANNER FROM THE ROOT BALL TO WHERE THE TOP OF ROOT BALL WITH SOIL. FIRST MAIN ORDER ROOT (j" DIA. OR LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER PROVIDE & INSTALL RODENT PROTECTION. ROOT 1" HIGHER THAN ADJACENT GRADE. DO rLWLI 1/2" HARDWIRE CLOTH MESH CYLINDER, 8" DIA. OR NOT COVER TOP OF ROOT BALL WITH SOIL. GREATER X 36" HGT; STAKE IN PLACE PER SPEC PROVIDE & INSTALL RODENT PROTECTION.22 HARDWIRE CLOTH MESH CYLINDER, B" DIA. OR LU GREATER X 36" HIST, STAKE IN PLACE. PER SPEC PLANTING PIT TO BE TWO 0 TO FIVE TIMES THE DIAMETER IL IY i -i-- OF THE ROOT BALL, SLOPED PLANTING PIT TO BE TWO ISDIAMETER TO FIVE TIMES THE DIAMETER MULCH RING OF THE ROOT BALL, SLOPED O JI I DO EDGE CONDITION VARIES; W 0 REFER TO PLAN6' DIAMETER (n � W 1) 1 MAX %i"' ` .. 1 __.. MULCH RING = O C) W 0 W I- -. ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE < , PREPARED PLANTING SOIL TRUNK BASE MEETS SUBSTRATE/SOIL VARIES; J o U " EDGE CONDITION ES' i PER SPEC -III. _ ? :\� \� :\� :\ PREPARED PLANTING SOIL W \\ \\� \ \ \ h � - ' SCARIFY SIDES OF TREE PIT I III ��` \ \\ Q \\ \\ \ ` ` ��\\�\\�\\�`�. III PER SPEC WITH SPADE BY HAND TO BIND III WITH PREPARED PLANTING SOIL III_ \ \ \ \ \ y i \. \ \ �_L�.- I_L1::: 0 SCARIFY SIDES OF TREE PIT W UNDISTURBED SUBGRADE L... I \ \ \\ _ WITH SPADE BY HAND TO BIND (n \ \rf \\�\� Ill III III;:.. 1,1.1 III 1 1 1 Ifl III IIJ WITH PREPARED PLANTING SOILIL O F J III�IIILI LIII�.;I I I ,III III Ill III III 111,__111 .1 �- �.-111— I 11-::,11 I—� � � UNDISTURBED SUBGRADE a- m l I: =111::.-1 ZW , TAMP SOIL AROUND ROOT BALL BASE FIRMLY 4" BUILT-UP EARTH SAUCER BEYOND EDGE OF H - o O WITH FOOT PRESSURE SO THAT ROOT BALL ROOT BALL b Of DOES NOT SHIFT ( EL 0 O z z W , TAMP SOIL AROUND ROOT BALL BASE FIRMLY DRAWINGTYPE c7 = = REMOVE BURLAP, TWINE, ROPE AND WIRE FROM z o O WITH FOOT PRESSURE SO THAT ROOT BALL PRELIMINARY o F TOP HALF OF ROOT BALL zoo x DOES NOT SHIFT PREPARED BY PLACE ROOT BALL ON UNDISTURBED OR = REMOVE BURLAP, TWINE, ROPE AND WIRE FROM MJR COMPACTED SOIL o a TOP HALF OF ROOT BALL CHECKED/APPROVED JS/TW 4" ORGANIC MULCH; DO NOT PLACE MULCH IN PLACE ROOT BALL ON UNDISTURBED OR DATE CONTACT WITH TREE TRUNK COMPACTED SOIL FEB 2022 ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT 4" ORGANIC MULCH; DO NOT PLACE MULCH IN PROJECT NUMBER BALL SURFACE, SHALL BE CENTERED ON THE DOWNHILL SIDE CONTACT WITH TREE TRUNK 05409-2017-004 OF THE ROOT BALL FOR 240° BERM SHALL BEGIN AT ROOT FACIIJTY BALL PERIPHERY. SW DETAIL - TREE PLANTING ON SLOPE 51% (20:1) TO 50°/G (2:1) �1 DETAIL - TREE PLANTING 2 344'=1'-0" P-20.201-29 3/4"=1'-0" P-20.201-15 DRAWING L506 Advanced Engineering and Environmental Services, LLC 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 0 www.ae2s.com �w m J o .w I.r O¢oa JJ T ,'•ter' r ol I--1 r + z O . V; R z5i z �woz O io- X55 � /4 x oe � W N NOTE: ;5 �-: I UV W N CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING NOTE: I.L. TREES IN A PLUMB POSITION THROUGHOUT THE CONTRACTOR SHALL BE RESPONSIBLE FOR o y w WARRANTY PERIOD. WRAP TREE TRUNKS ONLY UPON MAINTAINING TREES IN A PLUMB POSITION ME _ 3 APPROVAL BY LANDSCAPE ARCHITECT. SEE THROUGHOUT THE WARRANTY PERIOD. WRAP Qo S a SPECIFICATION SECTION RELATED TO PLANTS AND SOIL TREE TRUNKS ONLY UPON APPROVAL BY o PREPARATION. LANDSCAPE ARCHITECT. SEE SPECIFICATION \ SECTION RELATED TO PLANTS AND SOIL L` EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT PREPARATION. Q FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE, THE SOIL SHALL BE EACH TREE SHALL BE PLANTED SUCH THAT THE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO ROOT FLARE IS VISIBLE AT THE TOP OF THE WHERE THE FIRST MAIN ORDER ROOT (1/2" DIA. OR ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE, LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER THE SOIL SHALL BE REMOVED IN A LEVEL ROOT 1" HIGHER THAN ADJACENT GRADE. DO NOT COVER MANNER FROM THE ROOT BALL TO WHERE THE TOP OF ROOT BALL WITH SOIL. FIRST MAIN ORDER ROOT (j" DIA. OR LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER PROVIDE & INSTALL RODENT PROTECTION. ROOT 1" HIGHER THAN ADJACENT GRADE. DO rLWLI 1/2" HARDWIRE CLOTH MESH CYLINDER, 8" DIA. OR NOT COVER TOP OF ROOT BALL WITH SOIL. GREATER X 36" HGT; STAKE IN PLACE PER SPEC PROVIDE & INSTALL RODENT PROTECTION.22 HARDWIRE CLOTH MESH CYLINDER, B" DIA. OR LU GREATER X 36" HIST, STAKE IN PLACE. PER SPEC PLANTING PIT TO BE TWO 0 TO FIVE TIMES THE DIAMETER IL IY i -i-- OF THE ROOT BALL, SLOPED PLANTING PIT TO BE TWO ISDIAMETER TO FIVE TIMES THE DIAMETER MULCH RING OF THE ROOT BALL, SLOPED O JI I DO EDGE CONDITION VARIES; W 0 REFER TO PLAN6' DIAMETER (n � W 1) 1 MAX %i"' ` .. 1 __.. MULCH RING = O C) W 0 W I- -. ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE < , PREPARED PLANTING SOIL TRUNK BASE MEETS SUBSTRATE/SOIL VARIES; J o U " EDGE CONDITION ES' i PER SPEC -III. _ ? :\� \� :\� :\ PREPARED PLANTING SOIL W \\ \\� \ \ \ h � - ' SCARIFY SIDES OF TREE PIT I III ��` \ \\ Q \\ \\ \ ` ` ��\\�\\�\\�`�. III PER SPEC WITH SPADE BY HAND TO BIND III WITH PREPARED PLANTING SOIL III_ \ \ \ \ \ y i \. \ \ �_L�.- I_L1::: 0 SCARIFY SIDES OF TREE PIT W UNDISTURBED SUBGRADE L... I \ \ \\ _ WITH SPADE BY HAND TO BIND (n \ \rf \\�\� Ill III III;:.. 1,1.1 III 1 1 1 Ifl III IIJ WITH PREPARED PLANTING SOILIL O F J III�IIILI LIII�.;I I I ,III III Ill III III 111,__111 .1 �- �.-111— I 11-::,11 I—� � � UNDISTURBED SUBGRADE a- m l I: =111::.-1 ZW , TAMP SOIL AROUND ROOT BALL BASE FIRMLY 4" BUILT-UP EARTH SAUCER BEYOND EDGE OF H - o O WITH FOOT PRESSURE SO THAT ROOT BALL ROOT BALL b Of DOES NOT SHIFT ( EL 0 O z z W , TAMP SOIL AROUND ROOT BALL BASE FIRMLY DRAWINGTYPE c7 = = REMOVE BURLAP, TWINE, ROPE AND WIRE FROM z o O WITH FOOT PRESSURE SO THAT ROOT BALL PRELIMINARY o F TOP HALF OF ROOT BALL zoo x DOES NOT SHIFT PREPARED BY PLACE ROOT BALL ON UNDISTURBED OR = REMOVE BURLAP, TWINE, ROPE AND WIRE FROM MJR COMPACTED SOIL o a TOP HALF OF ROOT BALL CHECKED/APPROVED JS/TW 4" ORGANIC MULCH; DO NOT PLACE MULCH IN PLACE ROOT BALL ON UNDISTURBED OR DATE CONTACT WITH TREE TRUNK COMPACTED SOIL FEB 2022 ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT 4" ORGANIC MULCH; DO NOT PLACE MULCH IN PROJECT NUMBER BALL SURFACE, SHALL BE CENTERED ON THE DOWNHILL SIDE CONTACT WITH TREE TRUNK 05409-2017-004 OF THE ROOT BALL FOR 240° BERM SHALL BEGIN AT ROOT FACIIJTY BALL PERIPHERY. SW DETAIL - TREE PLANTING ON SLOPE 51% (20:1) TO 50°/G (2:1) �1 DETAIL - TREE PLANTING 2 344'=1'-0" P-20.201-29 3/4"=1'-0" P-20.201-15 DRAWING L506 Advanced Engineering and Environmental Services, LLC 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 0 www.ae2s.com gs 3 9 EXISTING CONDITIONS & SITE REMOVAL NOTES SITE REMOVAL NOTES: 1. CONTRACTOR TO VERIFY THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL AT 651-454-0002 (METRO) OR 1-800-252-1166 (OUT -STATE). 2. EXISTING SITE INFORMATION WAS PROVIDED BY OTHERS. ACTUAL FIELD CONDITIONS MAY VARY. FIELD VERIFY UTILITY LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. 3. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY COMPANY'S FORCES AND FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING FEES AND CHARGES. 5. ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. 6. REMOVAL ITEMS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER PER LOCAL GOVERNING AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 7. PRIOR TO DEMOLITION, EROSION CONTROL DEVICES ARE TO BE INSTALLED WHERE NECESSARY. REFER TO CIVIL FOR EROSION CONTROL. 8. DAMAGE TO REMAINING EXISTING CONDITIONS WILL BE REPLACED AT CONTRACTOR'S EXPENSE AND SHALL BE EQUAL TO OR EXCEED THE QUALITY OF CONSTRUCTION PRIOR TO DAMAGE. 9. CONCRETE PAVEMENT, SIDEWALKS, CURB AND GUTTER, AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO THE NEAREST EXISTING EXPANSION OR CONTRACTION JOINT. 10. CONTRACTOR SHALL LIMIT SAW -CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS. IF DAMAGE IS INCURRED ON THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR AT NO ADDITIONAL COST TO THE OWNER. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE WITH A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 11. CONTRACTOR SHALL PRESERVE VEGETATION NOT TO BE REMOVED BY CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR RE -SEEDING OR SODDING AREAS IN KIND DISTURBED BY CONSTRUCTION WITHIN OR OUTSIDE OF PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, PAVING UPGRADES, CONSTRUCTION STAGING AREA, ETC. 12. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET (OR AVOIDED) SHALL BE CONFIRMED BY THE CONTRACTOR THROUGH FIELD EXPLORATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT DISCREPANCIES BETWEEN THEIR MEASUREMENTS AND THESE PLANS. CONTRACTOR SHALL ALSO MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 13. EXISTING UTILITIES TO REMAIN IN PLACE UNLESS SPECIFICALLY MARKED FOR REMOVAL. SITE AND LANDSCAPE NOTES SITE PREPARATION NOTES: 1. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. 2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORKAND MATERIALS SUPPLIED. 4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS (MINIMUM 10' CLEARANCE). 6. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF EXISTING TREES TO REMAIN. 8. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. 9. HORIZONTAL AND VERTICAL ALIGNMENT OF PROPOSED WALKS, TRAILS OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. CHANGES IN ALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO IMPLEMENTATION. 10. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 11. CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 12. EXISTING TREES OR SIGNIFICANT SHRUB MASSINGS FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING PLANT MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 13. EXISTING TREES TO REMAIN, UPON DIRECTION OF LANDSCAPE ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD, DAMAGED AND RUBBING BRANCHES. 14. CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN REQUEST FOR THE SUBSTANTIAL COMPLETION INSPECTION OF LANDSCAPE AND SITE IMPROVEMENTS PRIOR TO SUBMITTING FINAL PAY REQUEST. 15. CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLE AS -BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO SUBSTANTIAL COMPLETION. 16. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTES. SOIL TESTING: 1. CONTRACTOR SHALL OBTAIN A SOIL SAMPLE(S) FROM PROJECT SITE AND/OR SALVAGED TOPSOIL STOCKPILE AND SUBMIT TO INDEPENDENT TESTING AGENCY. ANALYSIS AND RECOMMENDATIONS FOR (INCLUDING BUT NOT LIMITED TO) MACRONUTRIENTS, MICRONUTRIENTS, COMPOSITION AND SOLUBLE SALTS SHALL BE PROVIDED. 2. CONTRACTOR SHALL PROVIDE TWO SERIES OF TESTS: FIRST, PRIOR TO CONSTRUCTION; SECOND, AFTER SOIL IS AMENDED, PRIOR TO PLANTING. 3. CONTRACTOR SHALL PROVIDE ANALYSIS RESULTS AND RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO SOIL AMENDMENT AND PRIOR TO PLANTING. GRADING: 1. ROUGH GRADING AND FINISHED GRADING TO BE DONE BY OTHERS EXCEPT WHERE NOTED. 2. GRADING LIMITS ARE DEFINED AS THE JUNCTURE OF PROPOSED GRADE WITH EXISTING GRADE UNLESS NOTED OTHERWISE. 3. GRADING LIMITS AND LIMITS OF WORK ("PROJECT LIMITS") SHOWN ON PLAN ARE ONLY APPROXIMATE AND MAY BE ADJUSTED IN FIELD BY LANDSCAPE ARCHITECT. WORK OUTSIDE OF THESE LIMITS WILL BE DONE AT LANDSCAPE CONTRACTORS EXPENSE UNLESS DIRECTED BY LANDSCAPE ARCHITECT OR OWNER IN WRITING. 4. FILUCUT AS NECESSARY TO PROVIDE A 1 % MINIMUM GRADE AWAY FROM BUILDINGS WITHIN LIMITS OF CONSTRUCTION. 5. SALVAGE TOPSOIL FROM THE EARTHWORK AREAS AS APPROPRIATE OR AS INDICATED ON PLANS AND STOCKPILE FOR REUSE. 6. MAINTAIN A UNIFORM GRADE BETWEEN CONTOURS IN AREAS TO BE GRADED UNLESS NOTED OTHERWISE. 7. ELEVATIONS, IF SHOWN ARE FINISHED ELEVATIONS. SPOT ELEVATIONS TAKE PRECEDENCE OVER CONTOURS. 8. ADD EROSION CONTROL MEASURES IF GRADES GREATER THAN 3:1 OR IF CONDITIONS WARRANT. REFER TO MNDOT SPECIFICATIONS FOR EROSION CONTROL. 9. CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FOR LOCATION OF UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROL MEASURES AS REQUIRED TO ENSURE THAT EROSION IS KEPT TO AN ABSOLUTE MINIMUM. 11. PROVIDE TEMPORARY COVERING FOR CATCH BASINS AND MAN HOLES UNTIL FINISHED GRADING IS COMPLETE. 12. CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS AS NEEDED. 13. PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. REFER TO STATE SPECIFICATIONS FOR AGGREGATE BASE AND SILT FENCE. 14. CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES PER LOCAL POLLUTION CONTROL AGENCY AND SPECIFICATIONS. 15. WITHIN TWO WEEKS OF FINISHED SITE GRADING, DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, MULCH OR ROCK BASE. 16. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES AND EXCESS SEDIMENT IN PROPOSED CATCH BASINS, FOR THE DURATION OF CONSTRUCTION. 17. CONTRACTOR SHALL REMOVE EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED AND DISPOSE OF OFF SITE. 18. CONTRACTOR SHALL ENSURE THAT SOIL CONDITIONS AND COMPACTION ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION SITE. UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO ENSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN PLANTING AREAS. PLANTING: 1. SPRING PLANT MATERIAL INSTALLATION IS FROM APRIL 15 TO JUNE 15. 2. FALL CONIFEROUS PLANTING IS ACCEPTABLE FROM AUGUST 21 TO SEPTEMBER 30. 3. FALL DECIDUOUS PLANTING IS ACCEPTABLE FROM AUGUST 15 UNTIL NOVEMBER 15. 4. ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. STAKE PROPOSED PLANTING LOCATIONS PER PLAN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALL. 6. PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO'V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN T FEET ABOVE THE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN V ABOVE PAVED SURFACE. 7. INSTALL PLANT MATERIAL AFTER FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. INSTALL PLANT MATERIALS PER PLANTING DETAILS. 8. SUBSTITUTION REQUESTS FOR PLANT MATERIAL TYPE & SIZE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. SUBSTITUTIONS AFTER BIDDING MUST BE APPROVED BY LANDSCAPE ARCHITECT AND ARE SUBJECT TO CONTRACT ADJUSTMENTS. 9. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. 10. FERTILIZE PLANT MATERIALS IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS. FERTILIZE PLANT MATERIAL UPON INSTALLATION WITH DRIED BONE MEAL AND OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL (PER THE MANUFACTURER'S INSTRUCTIONS) OR TREAT FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 10-0-5 OF 12 OZ. PER 2.5" CALIPER TREE AND 6 OZ. PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-0-10 THE FOLLOWING SPRING IN THE TREE SAUCER. 11. INSTALL PLANTING SOIL IN AREAS TO DEPTH INDICATED ON SOILS AND PLANT COMMUNITIES PLAN. PLANTING SOIL SHALL CONSIST OF MnDOT 3877-B MODIFIED TO CONTAIN A MAXIMUM OF 30% SAND, A PH OF 7.1 MAX, OR AS OTHERWISE SPECIFIED IN THE PROJECT SPECIFICATIONS MANUAL. / Ow �N mwLL � o rcaw � b4ho `o mN R z 0 o c� r5z �rc� l� y rW 64 FM a wwmw i _35f H 12. TREE WRAPPING MATERIAL SHALL BE PAPER APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP SMOOTH -BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. 13. APPLY PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) IN ANNUAL, PERENNIAL, AND SHRUB BEDS FOLLOWED BY SHREDDED HARDWOOD MULCH. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING USE OF HERBICIDES. MULCHING: 1. INSTALL 4" DEEP SHREDDED HARDWOOD MULCH RINGS AT CONIFEROUS & DECIDUOUS TREES WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. 2. INSTALL 3" DEEP SHREDDED HARDWOOD MULCH RINGS AT SHRUB PLANTING AREAS WITH NO MULCH IN DIRECT CONTACT WITH SHRUB STEMS. 3. INSTALL 3" DEEP SHREDDED MULCH IN PERENNIAL PLANTING BEDS. REMOVE ALL MULCH FROM STEMS OF PERENNIALS; PLANT STEMS SHOULD NOT BE IN DIRECT CONTACT WITH MULCH. WATERING: 1. PLANTED MATERIALS SHALL BE WATERED BY TEMPORARY MEANS UNTIL PLANTS ARE ESTABLISHED. 2. TEMPORARY WATERING MEANS, METHODS, AND SCHEDULING SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE 12 MONTH ESTABLISHMENT PERIOD. REMOVE TEMPORARY WATERING EQUIPMENT UPON PLANT ESTABLISHMENT. WARRANTY: 1. WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. MAINTENANCE DURING ESTABLISHMENT: 1. PROVIDE THREE YEAR MAINTENANCE DURING ESTABLISHMENT PERIOD OF NATIVE GRASS AND FORBS; REFER TO SPECIFICATION 32 92 19 NATIVE SEEDING. TURF NOTES 1. SEED AREAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE. 2. WHERE TURF ABUTS PAVED SURFACES, FINISHED GRADE OF SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING SEED & SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. 4. FALL SODDING IS ACCEPTABLE FROM AUGUST 15 TO NOVEMBER 1. FALL SEEDING IS ACCEPTABLE FROM AUGUST 15 TO SEPTEMBER 15. ADJUSTMENTS TO SOD/SEED PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. NO SOD NETTING ALLOWED ON SITE. 4dvanced Engineering and Environmental Services, LLC 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 0 www.ae2s.com x ED U ED Q N N Z V U CS w w Q z � o � a LL L` U14 cc H z W 2 W O w CL 2 O C7 w W z W �rn2 z 20 0 a C- LL w LL. O 09 o �O 3 U F DRAWNGTYPE I PRELIMINARY PREPARED BY MJR CHECKED/APPROVED JS / TW DATE FEB 2022 PROJECT NUMBER 05409-2017-004 SW IDIOM 2 i OTSFGO WFST WWTF CONCEPTUAL RENDERING - CAMPUS OVERVIEW FEBRUARY 7, 2022 1 JLG 20164 1 v 2022 JLG ARCHITECTS i DESIGN MR LIFE a •� R OTSFGOWFST WWTF CONCEPTUAL RENDERING - ADMINISTRATION BUILDING FEBRUARY 7, 2022 1 JLG 20164 1 © 2022 JLG ARCHITECTS DESIGN Fc=is, LIFE FLOOR PLAN GENERAL NOTES A. FOR TYPICAL BARRIER FREETOILET ROOM TYPES AND ACCESSORIES REQUIREMENTS AND LOCATIONS SEE DWG G320. S. FORTYPICAL HOUSEKEEPING CLOSETS ACCESSORIES REQUIREMENTS AND MOUNTING LOCATIONS SEE DWG GXXX. C.ALL PARTTDON TYPES ARE"MB'TYPICALLY UNLESS OTHERWISE NOTED. D. CD ORDINATE PARTITION FIRE RATED REQUIREMENTS AS INDICATED ON REFLECTED CEILING PLANS- DRAWING SERIES A700. E. TYPICALLY I NSFALL SOAP DISPENSERS AND PAPER TOWEL DISPENSER AT ALL SINKS UNLESS NOTED OTHERWISE F. PROVIDE WALL REINFORCEMENT PER DETAIL aX/A-XXX ATWALL-MOUNTED SHELVES AND STORAGE UNITS, MARKER BOARDS, BULLETIN BOARDS, TACK BOARDS, TELEVISIONS AND OTHER CONTRACTOR OR OWNER FURNISHED WALL - MOUNTED ITEMS (REFER TO ACCESSORIES AND EQUIPMENT SCHEDULE) SEE DWG AX -XXX. G. FOR ALL CARPET TYPE CHANGE BETWEEN ROOMS, TRANSITION SHALL OCCUR AT CENTERLINE OF DOOR PANEL TYPICALLY - U.N.O. SEE DWG AX -XXX H. COORDINATE DIM ENSIONS W/ ASTERISK (IE-'X'-X")W/ EQUIPMENT VENDOR. I. PRO VIDE BULLNOSE ON ALL CMU OUTSIDECORNERS-TYPICAL 1. FOR INTERIOR METAL STUD CONSTRUCTION ALL DIMENSIONS ARETO FACE OF METAL STUDS UNLESS NOTED OTHERWISE. K. FOR WOOD CONSTRUCTION ALL DIMENSIONS ARE TO EXTERIOR FACE OF SHEATHING AND CENTERLINE OF STUDS UNLESS NOTED OTHERWISE. L. ALL DIMENSIONS IN DILATED AS'CLEAR'ARE TO FACE OF FINISH (GYPSUM, TILE, ETC.). M. ALL MASONRY DIMENSIONS ARE TO FACE OF MASONRY UNLESS NOTED OTHERWISE. N, ALL EXTERIOR OPENING DIMENSIONS ARE ROUGH OPENINGS. 0. COORDINATE ALL FLOOR OPENING DIMENSIONS AND CLEARANCES FOR DUCTWORK W/ MECHANICAL CONTRACTOR -TYPICAL. P. COORDINATEAND/OR CONFIRM ANY DIMENSIONAL DISCREPENCIES WITH ARCHITECT PRIOR TO INSTALLATION. A312 2 sa FIRST FLOOR 201 NO SCALE `-/ H -i M�1 Ni_ IsA k-1 i Md Ld Awl 4N/ -f I 0 4' 8' 12' 16' 20' A312 9 I I I I I I I I I I 4.1 A ; 2 4.2 4.3 --0 — _--0 H " o5w a HK apOH N�ww gzig New s�NO ¢F¢O FFWF Jy _ S W, K maa3 � T O-- rcytig z H O FLOOR PLAN KEYNOTES KEYNOTE DESCRIPTION 01 8" DIA BOLLARD, SEE SPEC 02 IN -SLAB AUTOMATIC DOOR OPERATOR SENSOR -SEE ELEC. 03 MNDOT APPROVED CONTRASTING COLOR STRIPING PAINT D4 24- WIDE GEAR LOCKER. SEE SPEC. MOUNT ON 4" CIP CONCRETE CURB 05 ADAOPERATORPAD 07 MU LLION MATE SOUND SEAL. CARRY UP V ABOVE CEILNG PLANE 08 MARKER BOARD, SEE SPEC. SHEET MATERIAL ID LIST .A.i SPEC SECTION & DESCRIPTION Advanced Engineering and Environmental Services, Inc. 9 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (t) 763-463-5037 0 www.ae2s.com V/ r Z W 2 \W O�/ W ac - G �O Z W W 3 _O o 11 W LLL' LL LI- O F—YO LL U W O (9 W CO F- 0 ' DRAWINGTYPE ' PRELIMINARY PREPARED BY IK / MW CHECKED/APPROVED FE PROJECT NUMBER 20164 ADM DRAWING A201 SHEET MATERIAL ID LIST MATERIALID i SPEC SECTION&DESCRIPTION MTL PNL-70 074213.16 -METAL PLATE WALL PANELS PC FIN -30 SMF -2 1076200- PREFINISHED ALU MIN UM XX EXT. ELEVATIONS KEYNOTE EXT. ELEVATION GENERAL NOTES REYNOIE DESCRIPTION (a) EAST ELEVATION 301 NO SCALE 0� 4' ^ 8' 12' �16 �20' A. REFER TO GLAZING ELEVATIONS FOR STOREFRONT AND CURTAINWALL ELEVATIONS NOTE... DESIGN TEAMS ARE TOIJ' DT INDICATE ANY GEOTECHNICAL/SOILS INFORMATION. CONTRACTORS ARE TO REMAIN RESPONSIBLE FOR READING, CUTTING AND FILLING IN ACCORDANCE TO THE GEOTECHNICAL REPORT. BUILDING ELEVATIONS SHOULD ONLY INDICATE A HEAVY LINE FOR GRADE AND NO EARTH HATCH PATTERN. �zNORTH ELEVATION 1 11 NO SCALE 0 4' 8' 12' 16' 20' Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (t) 763-463-5037 0 www.ae2s.com 1" Z cW G W O IY 0- 75G O J) W (7 O Q 0 - > W 2d O1� W LL O CO O 1-- } O LL - U w I DRAWINGTYPE PRELIMINARY PREPARED BY IK/MW DATE FEB 2022 PROJECT NUMBER 20164 ADM DRAWING A301 o aw z wN= o O o oa= I Q Y �W� �oaZ i z N Ff�� F� z o �o zl= z %y Q I.i B�jOLL w <0 AM [C mM 1" Z cW G W O IY 0- 75G O J) W (7 O Q 0 - > W 2d O1� W LL O CO O 1-- } O LL - U w I DRAWINGTYPE PRELIMINARY PREPARED BY IK/MW DATE FEB 2022 PROJECT NUMBER 20164 ADM DRAWING A301 SOUTH ELEVATION 3 J02 NO SCALE 0 4' 8' 12' 16' 20' WEST ELEVATION NO SCALE 0 4' 8' 12' 16' 20' _ TO G.LdL EL=97B'-0' TO PRECAST (LOW) _ EL. TOS EL= 964'-0" FIRST FLOOR EL. 950'-0" TO PRECASTLHIGHiAl EL=978'-0" _ TO PRECAST jLOWL � EL= 966'-0 TOS Ali-, EL= 964'-0" FIRST FLOOR EL= 95D'-0 Advanced Engineering and Environmental Services, Inc. 9 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 • (t) 763-463-5036 (f) 763-463-5037 9 www.ae2s.com V/ I— Z cW G UJI NO ^LL cLL G r- O rn w Ci 0 Q II— ;E > W Il O O W LL O `F 0 H i O H H U w DRAWINGTYPE PRELIMINARY PREPARED BY IK / MW CHECKEDIAPPROVED hecker / Aoorou FE PROJECT NUMBER 20164 ADM DRAWING A302 o<w SHEET MATERIAL ID LIST KK EXT. ELEVATIONS KEYNOTE EXT. ELEVATION GENERAL NOTES o>w MATERIALID SPEC SECTION &DESCRIPTION KEYNOTE DESCRIPTION P. REFER TO GLAZING ELEVATIONS F00. STOREFRONT AND CU RTAINWALL ELEVATIONS O PQ: MTL PNL-70 074213.16- METAL PLATE WALL PANELS MTL PNL-71 D74213.16- METAL PLATE WALL PANELS PC F1 N-30 076200-PREFINISH ED ALUMINUM SMFO aoo[ m510SMF-22 w = Z U /1 O COP) ¢w j az NOTE... DESIGN TEAMS ARE TO NPT ICATE N. x FOR READING,CUTTIN AND FILLING CONTRACTORS ARE TO REMAIN RESPONSIBLE FOR READING, CUTTING AND FILLING IN REMAI N RESPONSIBLE xFUy � ACCORDANCE TO THE GEOTECHNICALREPORT. J F w BUILDING ELEVATIONS SHOULD ONLY INDICATE A HEAVY LINE FOR GRADE AND NO EARTH HATCH PATTERN. i w�NF3 i o a x wQtx S3 F N F SOUTH ELEVATION 3 J02 NO SCALE 0 4' 8' 12' 16' 20' WEST ELEVATION NO SCALE 0 4' 8' 12' 16' 20' _ TO G.LdL EL=97B'-0' TO PRECAST (LOW) _ EL. TOS EL= 964'-0" FIRST FLOOR EL. 950'-0" TO PRECASTLHIGHiAl EL=978'-0" _ TO PRECAST jLOWL � EL= 966'-0 TOS Ali-, EL= 964'-0" FIRST FLOOR EL= 95D'-0 Advanced Engineering and Environmental Services, Inc. 9 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 • (t) 763-463-5036 (f) 763-463-5037 9 www.ae2s.com V/ I— Z cW G UJI NO ^LL cLL G r- O rn w Ci 0 Q II— ;E > W Il O O W LL O `F 0 H i O H H U w DRAWINGTYPE PRELIMINARY PREPARED BY IK / MW CHECKEDIAPPROVED hecker / Aoorou FE PROJECT NUMBER 20164 ADM DRAWING A302 E u (3:) UPPER LEVEL FLOOR PLAN 20'I NO SCALE 0 4' 8' 12' 16' 20' A301 XX FLOOR PLAN KEYNOTES KEYNOTE DESCRIPTION SHEET MATERIAL IDL IST MATERIALID SPECSECIION&DESCRIPTION FLOOR PLAN GENERAL NOTES A. FOR TYPICALBARRIER FREETOILET ROOM TYPESAND ACCESSORIES REQUIREMENTS AND LOCATIONS SEE DWG G120. B. FORTYPICAL HOUSEKEEPING CLOSETS ACCESSORIES REQUIREMENTS AND MOUNTING LOCATIONS SEE DWG GXXX. C.ALL PARTDION TYPES ARE 'A4" TYPICALLY UNLESS OTHERWISE NOTED. D. CO ORDINATE PARTITION FIRE RATED REQUIREMENTS AS INDICATED ON REFLECTED CEILING PIANS -DRAWING SERIES A700. E. TYPICALLY INSTALL SOAP DISPENSERS AND PAPER TOWEL DISPENSER AT ALL SINKS UNLESS NOTED OTHERWISE. F. PRO VIDE WALL REINFORCEMENT PER DETAIL RX/A-XXX AT WALL -MOUNTED SHELVES AND STORAGE UNITS, MARKER BOARDS, BULLETIN BOARDS, TACK BOARDS, TELEVISIONS AND OTHER CONTRACTOR OR OWNER FURNISHED WALL - MOUNTED ITEMS (REFER TO ACCESSORIES AND EQUIPMENTSCHEDULE) SEE DWG AX -XXX. G. FOR ALL CARPET TYPE CHANGES BETWEEN ROOMS, TRANSITION SHALL OCCUR AT CENTERLINE OF DOOR PANEL TYPICALLY - U.N.O. SEE DWG AX -XXX H. COORDINATE DIMENSIONS W/ ASTERISK (IE -•X'-X")W/ EQUIPMENT VENDOR. I. PROM DE BULLNOSE ON ALL CMU OUTSIDE CORNERS -TYPICAL L FORINTERIOR METAL STUD CONSTRUCTION ALL DIMENSIONS ARE TO FACE OF METALSTUDS UNLESS NOTED OTHERWISE. K. FOR WOOD CONSTRUCTION ALL DIMENSIONS ARE TO EKTERIOR FACE OF SHEATHING AND CENTERUNE OF STUDS UNLESS NOTED OTHERWISE. L ALL DIMENSIONS INDICATED AS'CLEAR' ARE TO FACE OF FINISH (GYPSUM, TILE, ETC.). M. ALLMASONRY DIMENSIONS ARETO FACE OF MASONRY UNLESS NOTED OTHERWISE. N.ALL EKTERIOR OPENING DIMENSIONS ARE ROUGH OPENINGS. 0. COORDINATE ALL FLOOR OPENING DIMENSIONS AND CLEARANCES FOR DUCTWORK W/ MECHANICAL CONTRACTOR -TYPICAL P. COORDINATEAND/ORCONFIRM ANY DIMENSIONAL DISCREPENCIES WITH ARCHITECT PRIOR TO INSTALLATION. 2 4 1A3o1 401 2 A901 3 4 ss'a^ 36'-3" 28'-101/2" ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME BASE FLOOR WALLS NORTH EAST SOUTH WEST O=ICING REMARKS 101 PROCESS - CON SLR -1 EPXY PT -1 EPXY PT -1 EPXY PT -1 EPXY PT -1 EPXYPT-1 102 ELECTRICAL - CON SLR -1 Fri PT 1 PT 1 Pr 1 - 103 DETENTION - CON SLR -1 EPKY PT -1 EPXY PT -1 EPXY PT -1 EPXY PT -1 EPXY PF -1 199 STAIR - CON SLR -1 PT PT1 PT1 PTI - 201 MECHANICAL - CON SLR -1 PTI Pf1 PT1 PT1 - 202 PROCESS - CON SLR -1 EPXYPT-1 EPXY PT -1 EPXY PT -1 EPXY PT -1 EPXYPT-1 299 STAIR CON SLR -1 PT PT1 PTl PT1 u (3:) UPPER LEVEL FLOOR PLAN 20'I NO SCALE 0 4' 8' 12' 16' 20' A301 XX FLOOR PLAN KEYNOTES KEYNOTE DESCRIPTION SHEET MATERIAL IDL IST MATERIALID SPECSECIION&DESCRIPTION FLOOR PLAN GENERAL NOTES A. FOR TYPICALBARRIER FREETOILET ROOM TYPESAND ACCESSORIES REQUIREMENTS AND LOCATIONS SEE DWG G120. B. FORTYPICAL HOUSEKEEPING CLOSETS ACCESSORIES REQUIREMENTS AND MOUNTING LOCATIONS SEE DWG GXXX. C.ALL PARTDION TYPES ARE 'A4" TYPICALLY UNLESS OTHERWISE NOTED. D. CO ORDINATE PARTITION FIRE RATED REQUIREMENTS AS INDICATED ON REFLECTED CEILING PIANS -DRAWING SERIES A700. E. TYPICALLY INSTALL SOAP DISPENSERS AND PAPER TOWEL DISPENSER AT ALL SINKS UNLESS NOTED OTHERWISE. F. PRO VIDE WALL REINFORCEMENT PER DETAIL RX/A-XXX AT WALL -MOUNTED SHELVES AND STORAGE UNITS, MARKER BOARDS, BULLETIN BOARDS, TACK BOARDS, TELEVISIONS AND OTHER CONTRACTOR OR OWNER FURNISHED WALL - MOUNTED ITEMS (REFER TO ACCESSORIES AND EQUIPMENTSCHEDULE) SEE DWG AX -XXX. G. FOR ALL CARPET TYPE CHANGES BETWEEN ROOMS, TRANSITION SHALL OCCUR AT CENTERLINE OF DOOR PANEL TYPICALLY - U.N.O. SEE DWG AX -XXX H. COORDINATE DIMENSIONS W/ ASTERISK (IE -•X'-X")W/ EQUIPMENT VENDOR. I. PROM DE BULLNOSE ON ALL CMU OUTSIDE CORNERS -TYPICAL L FORINTERIOR METAL STUD CONSTRUCTION ALL DIMENSIONS ARE TO FACE OF METALSTUDS UNLESS NOTED OTHERWISE. K. FOR WOOD CONSTRUCTION ALL DIMENSIONS ARE TO EKTERIOR FACE OF SHEATHING AND CENTERUNE OF STUDS UNLESS NOTED OTHERWISE. L ALL DIMENSIONS INDICATED AS'CLEAR' ARE TO FACE OF FINISH (GYPSUM, TILE, ETC.). M. ALLMASONRY DIMENSIONS ARETO FACE OF MASONRY UNLESS NOTED OTHERWISE. N.ALL EKTERIOR OPENING DIMENSIONS ARE ROUGH OPENINGS. 0. COORDINATE ALL FLOOR OPENING DIMENSIONS AND CLEARANCES FOR DUCTWORK W/ MECHANICAL CONTRACTOR -TYPICAL P. COORDINATEAND/ORCONFIRM ANY DIMENSIONAL DISCREPENCIES WITH ARCHITECT PRIOR TO INSTALLATION. 2 4 1A3o1 401 2 A901 3 4 ss'a^ 36'-3" A301 (2) LOWER LEVEL FLOOR PLAN 201 NO SCALE v 0 4' 8' 12' 16' 20' Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (f) 763-463-5037 9 www.ae2s.com 28'-101/2" — — — opo � D - - p - - E3 I z z 1 5-,4 LL a IN i uCI\o AC8 a y Z A401 4 I STAIR I ELECTRICAL I =)° z 8'-11" 8'-3" I . 8'-2" 199 30'-3' I I 102 I _ _ 102 =J DETENTION I .. ST I A501 oLL ; 4 P" 103 Ito mnQg Z 0 , FOFjj 31, y aFS t= 6 I I A420 � I I I 4 3 - I PROCESS 101 D 101 A401 M I I -FA 2 01 I I� T x420 1 23 OS -501 A301 (2) LOWER LEVEL FLOOR PLAN 201 NO SCALE v 0 4' 8' 12' 16' 20' Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (f) 763-463-5037 9 www.ae2s.com VLJ F_ Z LCLI G W 0 W Il C r0^ W V W Z m = o g ELLLU, LL- or o H } 0 IL U ' DRAWINGTYPE CONSTR PREPARED BY IK/MW CHECKED/APPROVED DATE FEB 2022 PROJECTNUMBER 20164 FSB DRAWING A201 opo � x O w oo>w N�001� E3 �poll. z z 5-,4 LL a IRKIIa5mo rw Qi uCI\o z z nm� a y Z gyp" Gr U' oftO'er} Z =)° z K E �mjF _ � oLL ; di P" E Ito mnQg Z 0 a FOFjj 31, y aFS t= - /0 VLJ F_ Z LCLI G W 0 W Il C r0^ W V W Z m = o g ELLLU, LL- or o H } 0 IL U ' DRAWINGTYPE CONSTR PREPARED BY IK/MW CHECKED/APPROVED DATE FEB 2022 PROJECTNUMBER 20164 FSB DRAWING A201 SHEET MATERIAL ID LIST xX EXT. ELEVATIONS KEYNOTE MATERIAL ID SPEC SECTION & DESCRIPTION IO:YNOTE DESCRIPTION CONCFIN-1 PC FIN -1 SMF -2 076200- PREFINISHED ALUMINUM (a) WEST ELEVATION 301 NO SCALEt( r r r r r r r I n-n-n-nIr-ITn=r+ P•r-=rte -n -n-n r 4' 8' 12' 16' 20' 983.00' ARAPET 980.00' ROOF (31 EAST ELEVATION 301 NO SCALE 0 4' 8' 12' 16' 20' 966.D0' FFE 983.00' 'ARAPET 980.00' ROOF _966.00' FFE 959.00' HANNEL 952.00' E LF EXT. ELEVATION GENERAL NOTES A. REFER TO GLAZING ELEVATIONS FOR STOREFRONT AND CURTAINWALL ELEVATIONS NOTE... DESIGN TEAMSARE TO N�INDICATE ANY GEOTECHNICAUSOILS INFORMATION. CONTRACTORS ARE TO REMAIN RESPONSIBLE FOR READING, CUTTING AND FILLING IN ACCORDANCE TO THE GEOTECHNICAL REPORT. BUILDING ELEVATIONS SHOULD ONLY INDICATE A HEAVY LINE FOR GRADE AND NO EARTH HATCH PATTERN. 2 SOUTH ELEVATION 301 NO SCALE 0 4' 8' 12' 16' 20' I NORTH ELEVATION \A301 NO SCALE d r r r r r r r r r r r 0 4' 8' 12' 16' 20' 983.00' RAPET 980.00' ROOF 9_66.00' FFE 952.00' LFE 983.OD' ARAPET 980.00' ROOF 966.00' FFE 959.00' HANNEL 952.00' LFE Advanced Engineering and Environmental Services, Inc. 9 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (f) 763-463-5037 0 www.ae2s.com 9 Z 1R f i 7 O DO W (7 0 Q IU- 2 > w W� LU LL. O o F > o F Uj U w W W 0 W U) I- 0 DRAWING TYPE CONSTR PREPARED BY IK/MW CHECKED/APPROVED FEB PROJECT NUMBER 20164 FSB DRAWING A301 o�w �N= O / q LLwJ � Maha! p T�jW � QDE LL o h R fl ry.1 OW O -<O C waw N A A 9 Z 1R f i 7 O DO W (7 0 Q IU- 2 > w W� LU LL. O o F > o F Uj U w W W 0 W U) I- 0 DRAWING TYPE CONSTR PREPARED BY IK/MW CHECKED/APPROVED FEB PROJECT NUMBER 20164 FSB DRAWING A301 ROOM FINISH SCHEDULE ROOMNUMBER wn L'S ROOMNAME FLOOR NORTH EAST SOUTH WEST REMARKS 101 ELECTRICAL ROOM - - - - 102 IBLOWERROOM I CSLR-1 63 A301 (31 FIRST FLOOR W201 NO SCALE 0 4' T 8' ^12' ^16' �20 ^ 16: SHEET MATERIAL ID LIST MATERIALIO I SPECSECTION&DESCRIPTION O FLOOR PLAN KEYNOTES KEYNOTE DESCRIPTION 01 <DOWNSPOUT -U 02 6PIASHBLOCK-1> FLOOR PLAN GENERAL NOTES A. ALL PARTITION TYPES ARE"MB" TYPICALLY UNLESS OTHERWISE NOTED. B. COORDINATE PARTITION FIRE RATED REQUIREMENTS AS INDICATED ON LIFE SAFETY PU N. C. COORDINATE DIMENSIONS W/ ASTERISK (IE -'X'-X")W/ EQUIPMENTVENDOR. D. PROVIDEBULLNOSEONALLCMUOUTSIDECORNERS-TYPICAL E. ALL DIMENSIONS INDICATED AS' CLEAR' ARE TO FACE OF FINISH (GYPSUM, TILE, ETC.). F. ALL MASONRY DIMENSIONS ARE TO FACE OF MASONRY UNLESS NOTED OTHERWISE. G.ALL EXTERIOR OPENING DIMENSIONS ARE ROUGH OPENINGS. H. COORDINATEALLFLOOR OPENING DIMENSIONS AND CLEARANCES FOR DUCTWORK W/ MECHANICAL CONTRACTOR -TYPICAL 1. COORDINATEAND/ORCONFIRM ANY DIMENSIONAL DISCREPENCIES WITH ARCHITECT PRIOR TO INSTALLATION. J. ALL FLOORS TO BE A SEALED CONCRETE FINISH. NO OTHER FINISHES OR COATINGS ARE INTERNED FOR THIS STRUCTURE. Advanced Engineering and Environmental Services, Inc. 9 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (f) 763-463-5037 0 www.ae2s.com t 4Dl 2 XX ROOF PLAN KEYNOTES a� z INg1 z O 0W oZO Lr E ::34 H F- KEYNOTE DESORPTION g wpor p h4�5� u o�oz nfWW W Z m fV'a �' W = Y;a� a! Qw� p C"ply `SPT , 04 SECONDARY ROOF THROUGH WALL SCU PPER, 12" ABOVE PRIMARY c a= _ 0 a r�� UaQQ K � 1O WQ6W W A F O Advanced Engineering and Environmental Services, Inc. 9 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (f) 763-463-5037 0 www.ae2s.com t 4Dl 2 XX ROOF PLAN KEYNOTES LU) r KEYNOTE DESORPTION Z 03 PRIMARY ROOF THROUGH WALL SCU PP ER W /\ 03 04 04 SECONDARY ROOF THROUGH WALL SCU PPER, 12" ABOVE PRIMARY c WW O ROOF PLAN GENERAL NOTES c�c 'VERIFY WITH YOUR PROJECT SPECIFIC ROOF SYSTEM• G A. COORDINATE FINALSIZE AND FINAL LOCATION OF ALL EQUIPMENT SUPPORTWRH r O THE APPROPRIATE EQUIPMENT MANUFACTURER. it S. PROWDEPOSITME SLOPE TO ALL ROOF DRAINS. ROOF SLOPETO BE 1/4" PER FOOT a W MINIMUM. rW Z y/ co 2 G SEE DRAWING A -XX FOR ROOF DETAILS. ROOFING CONTRACTOR TO VERIFYALL ROOF DETAILS COMPLY WITH APPROVED ROOFING SYSTEM. IT IS THE RESPONSIBILITY OF THE ROOFING CONTRACTOR TO SUPPLY ANY ADDITIONAL Q 2 O CT LL LL DETAIISAND/OR MATERIALS TO ENSURE COMPLIANCE WITH WARRANTY. f^1 a- LL W IY D CALAND ELECTRICAL NTS MR ALL PIPES, CURBS, EEXTENDING LL O VENTS, DUCTS' CONDUITS, AND OTHER FEATURES THROUGH ROOF F"' :Z i O SURFACES WHICH REQUIRE FLASHING AND COORDINATE SIZE AND LOCATION OF SAME. a E FOR ROOF ASSEMBLYTYPFS SEE SHEET#AX-X%%. U F. INLET OF OVERFLOW ROOFSUMPS SHALL BE LOCATED 2" ABOVE ROOF SUMP INLET (TYP)U.N.O. G. SEE MECHANICAL DRAWINGSM-XX FOR FINAL QUANTITIES& FINAL LOCATIONS OF L VENTSTHRU ROOF. 'I—^ vJ H. PROVIDE SPLASH BLOCK ATALL PRIMARYAND SECONDARY RAINCONDUCTOR W TERMINATIONS ONTO SINGLE -PLY MEMBRANE ROOFING 1. INSTALL ROOF FRAMES PRIORTO CUTTING & REMOVING OF ANY METAL DECK. J. ROOFTOP WALKWAYS: PRECASTCONCRETE WALKWAY PAVERS, O 2'-0"X2'-0"ONSINGLE-P1YMEMBRANE ROOFING /F� SEE DETAILX/A-XXX V W SINGLE -PLY MEMBRANE WALK INSTALLED IN ACCORDANCE WITH ROOFING MANUFACTURERS REQUIREMENTS. SEE DETAILXK/A-IOL O (SIZE RECOMMENDED BY MANUF.) R.S.-ROOFS MP H.P. - HIGH POINT O.S.-OVERFLOW ROOF SUMP S.C.- SCUPPER V.T.R.-VENT THRU ROOF DRAWING TYPE CONSTR PREPARED BY IK/MW CHECKED IMPROVED hecker/Approve LATE FEB 2022 PROJECT NUMBER 20164 FACILITY ROOF PLAN BB 201 NO SCALE DRAWING 0 4' 8' 12' 16' 20' A 2 0 1 Advanced Engineering and Environmental Services, Inc. 9 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (f) 763-463-5037 0 www.ae2s.com 2 1 )WEST ELEVATION P1301 j NO SCALE 0 2' 4' 6' 8' 10' 12' 14' _ 11450' TOW 100.00' FIRST FLOOR �(3) EAST ELEVATION W301/NO SCALE 4= 0 2' 4' 6' 8' 10' 12' 14' 114 50' To i oo.00 LOOR z� SOUTH ELEVATION NO SCALE 0 2' 4' 6' 8' 10' 12' 14' 14TOW.50' 100.00 FIRST FLOOR K-4 NORTH ELEVATION 301 NO SCALE `i I N F --f 1--� 1-•� I 0 2' 4' 6' 8' 10' 12' 14' _ _11aso� TOW 00.00' I RST FLOOR Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 * (t) 763-463-5036 (t) 763-463-5037 9 www.ae2s.com .z. Non... S SHEET MATERIAL ID LIST X EXT. ELEVATIONS KEYNOTE EXT. ELEVATION GENERAL NOTES - FAM6ARETDNOTINDIATEANYGEDFGHNICA 60I6;NFaRMATIDN. DESIGN' " py7 „ CONTRACTO RS AR E TO REMAIN RESPONSI BLE FON READIN G, CUTTING AN DFILUNG I N MATERIAL ID SPEC SECTION&DESCRIPTION KEYNOTE DFS[RIPTON o .. ACCORDANCE TO THE GEOTECHNICAL REPORT. ,., PC FINdO l� A. REFER TO GIAZING ELEVATIONS FOR STOREFRONT AND CURTAINWALL ELEVATIONS' BUILDING ELEVATIONS SHOULD ONLY INDICATE A. HEAVY UNE FOWGRADE AND NO SMF -2 1076200- PREFINISHED ALUMINUM So . EARTH HATCH PATTERN. .. Z 'a 1 )WEST ELEVATION P1301 j NO SCALE 0 2' 4' 6' 8' 10' 12' 14' _ 11450' TOW 100.00' FIRST FLOOR �(3) EAST ELEVATION W301/NO SCALE 4= 0 2' 4' 6' 8' 10' 12' 14' 114 50' To i oo.00 LOOR z� SOUTH ELEVATION NO SCALE 0 2' 4' 6' 8' 10' 12' 14' 14TOW.50' 100.00 FIRST FLOOR K-4 NORTH ELEVATION 301 NO SCALE `i I N F --f 1--� 1-•� I 0 2' 4' 6' 8' 10' 12' 14' _ _11aso� TOW 00.00' I RST FLOOR Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 * (t) 763-463-5036 (t) 763-463-5037 9 www.ae2s.com z cW G W O d W O W U) F- 0 DRAWING TYPE CONSTR PREPARED BY IK / MW ;NECKED/APPROVED Tecker/Approv DATE' FEB 2022 PROJECT NUMBER .. . .20164 BB DRAWING A301 .z. o<o py7 O o — IY _ l� Ulf UDw So Z 'a @4 6 0 WOZ wmo Z IS J1DD !�i ... w a I� O LFII y. FKyO D z 2�VN a LLmYw N r7l..02 �<<o rc a3 z r 0 a g z wQQw o `= A � N < z cW G W O d W O W U) F- 0 DRAWING TYPE CONSTR PREPARED BY IK / MW ;NECKED/APPROVED Tecker/Approv DATE' FEB 2022 PROJECT NUMBER .. . .20164 BB DRAWING A301 ROOM FINISH SCHEDULE A303 2 FINISH CONCRETE ON STAIRTREADS (T'� UPPER LEVEL PLAN \A201 J NO SCALE 0 4' 8' 12' 16' 20' SHEET MATERIAL ID LIST MATERIAL ID SPEC SECTION&DESCRIPTION cc: O FLOOR PLAN KEYNOTES 1031OVERFLOW SCUPPER AT GRADE; PROVIDE CONCRETE SPLASH BLOCK PER GENERAL NOTE 4 A2"HIGH REMOVABLE ALUMINUM PIPEGUARDRAIL T.O. FLOOR PLAN GENERAL NOTES A. FOR TYPICAL BARRIER FREETOILET ROOM TYPES AND ACCESSORIES REQUIREMENTS AND LOCATIONS SEE DWG G120. B. FORTYPICAL HOUSEKEEPING CLOSETS ACCESSORIES REQUIREMENTS AND MOUNTING LOCATIONS SEE DWG GXXX. C. CO ORDINATE PARTITION FIRE RATED REQUIREMENTS AS INDICATED ON REFLECTED CEILING PIANS- DRAWING SERIES A70D. D. TYPICALLY INSTALL SOAP DISPENSERS AND PAPER TOWEL DISPENSER ATALL SINKS UNLESS NOTED OTHERWISE. E. PRO VIDE WALL REINFORCEMENT PER DETAIL RX/A-XKX ATWALL-MOUNTED SHELVES AND STORAGE UNITS, MARKER BOARDS, BULLETIN BOARDS, TACK BOARDS, TELEVISIONS AND OTHER CONTRACTOR OR OWNER FURNISHED WALL - MOUNTED ITEMS (REFERTO ACCESSORIES AND EQUIPMENTSCHEDULE( SEE DWG AX -XXX. F. FOR ALLCARPET TYPE CHANGES BETWEEN ROOMS, TRANSITION SHALL OCCUR AT CENTERLINE OF DOOR PANELTYPICALLY -U.N.O. SEE DWG AX -70(X. G.COORDINATE DIMENSIONS W/ ASTERISK (IE-'X'-)V(W/ EQUIPMENT VENDOR. H. PROVIDE BULLNOSE ON ALL CMU OUTSIDE CORNERS -TYPICAL I. FOR INTERIOR METAL STUD CONSTRUCTION ALL DIMENSIONS ARE TO FACE OF METALSTUDS UNLESS NOTED OTHERWISE. J. ALL DIMENSIONS INDICATED AS 'CLEAR' ARE TO FACE OF FINISH (GYPSUM, TILE, ETC.). K. ALLMASONRY DIMENSIONS ARE TO FACE OF MASONRY UNLESS NOTED OTHERWISE. LALL ETERIOR OPENING DIMENSIONS ARE ROUGH OPENINGS. M. COORDINATE ALL FLOOR OPENING DIMENSIONS AND CLEARANCES FOR DUCTWORK W/MECHANICALCONTRACTOR-TYPICAL N. COORDINATE AND/OR CONFIRM ANY DIMENSIONAL DISCREPENCIES WITH ARCHITECT PRIOR TO INSTALLATION. o 'o Z WW C W O c� G —O W W Z w _ ~O O a 0- Ll W O LL 0 � JO I— i- O LL U DRAWINGTYPE CONSTR PREPARED BY IK/MW CHECKEDIAPPROVED hecker/Appro% DATE FEB 2022 20164 r2_� LOWER LEVEL PLAN FACIL Y \A201/NO SCALE MTB `/ DRAWING A201 Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 (f) 763-463-5037 0 www.ae2s.com �o o�w a= N ¢O�W LLW� wZZ¢ < U �/\ N �Ww �QaZ Z �0ww � O FfUw I ii Tw 0 U�¢w ma<g $ waNFw o 'o Z WW C W O c� G —O W W Z w _ ~O O a 0- Ll W O LL 0 � JO I— i- O LL U DRAWINGTYPE CONSTR PREPARED BY IK/MW CHECKEDIAPPROVED hecker/Appro% DATE FEB 2022 20164 r2_� LOWER LEVEL PLAN FACIL Y \A201/NO SCALE MTB `/ DRAWING A201 Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 0 (t) 763-463-5036 (f) 763-463-5037 0 www.ae2s.com F SHEET MATERIAL IDLIST KEYNEXT. ELEVATIONS KEYNOTE EXT. ELEVATION GENERAL NOTES DESCRIPTION O PCFIN-30 I A. REFER TO GUSING ELEVATIONS FOR STOREFRONT AND CURTAINWALL ELEVATIONS T - T'. T T 1. T T. T 1. H I 1 K 983.1)0' PARAPET 1 SOUTH ELEVATION 301 NO SCALE 0 4' 8' 12' 16' 20' 1 2 3 4 3 \ EAST ELEVATION %301 NO SCALE v rl��'n vel F�n' fes' 0 4' 8' 12' 16' 20' 960.00' NORTH PRECAST _955.00' FFE 993.00'461 PARAPET 677.75' HIGH ROOF 976.00' LOW ROOF 960.00' NORTH PRECAST 955.00' FFE NOTE... DESIGN TEAMS ARE TO N 1�T INDICATE ANY GEOTECHNICAL/SOILS INFORMATION. CONTRACTORS ARE TO REMAIN RESPONSIBLE FOR READING, CUTTING AND FILLING IN ACCORDANCE TO THE GEOTECHNICAL REPORT. BUILDING ELEVATIONS SHOULD ONLY INDICATE A HEAVY LINE FOR GRADE AND NO EARTH HATCH PATTERN. 2\ WEST ELEVATION 4301/ NO SCALE 0 4' 8' 12' 16' 20' K 1 I H G u CI 983.00' PARAPET 677.75 HIGH 976.00' LOW ROOF 960.00' VORTH PRECAST 955.00' FFE NORTH ELEVATION 301 No SCALE 0 4' 8' 12' 16' 20' Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (t) 763-463-5037 0 www.ae2s.com 983.0' PARAPE0T 977.75' HIGI-! F:0-:' LOW ROOF 960.00' NORTH PRECAST 955.00' FFE O U) W UL O W Z F Q H 2 > w WLL o � LL O F O H}O� Ht H U w DRAWING TYPE CONSTR PREPARED BY IK/MW CHECKEDIAPPROVED hecker / ApproN DATE FEB 2022 PROJECT NUMB ER 20164 FACILITY MTB DRAWING A301 o<w �N= °w= I WQ �V woN� www w _ _ �Q� _ o o o'�0w mrw �pOlri OaQO K a 5 $ waive u 983.00' PARAPET 677.75 HIGH 976.00' LOW ROOF 960.00' VORTH PRECAST 955.00' FFE NORTH ELEVATION 301 No SCALE 0 4' 8' 12' 16' 20' Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (t) 763-463-5037 0 www.ae2s.com 983.0' PARAPE0T 977.75' HIGI-! F:0-:' LOW ROOF 960.00' NORTH PRECAST 955.00' FFE O U) W UL O W Z F Q H 2 > w WLL o � LL O F O H}O� Ht H U w DRAWING TYPE CONSTR PREPARED BY IK/MW CHECKEDIAPPROVED hecker / ApproN DATE FEB 2022 PROJECT NUMB ER 20164 FACILITY MTB DRAWING A301 E SHEET MATERIAL ID LIST CEILING PLAN KEYNOTES RCP GENERAL NOTES MATERIpLID SPECSECITON&DESCRIPTION KEYNOTE DESCRIPTION 1. COORDINATEFINAL SIZE AND FINAL LOCATION OF ALLACCESS PANELS WITH TRADE REQUIRING SAME. 2. SEE ELECTRICAL DRAWINGS FOR FIXTURE TYPES AND NIGHT UGHT LOCATIONS. 3. CONTRACTOR SHALL MAINTAIN THE FIRE RATING INTEGRITY OF ALL EXISTING PARTITIONS INDICATED AS FIRE RESISTANCE RATED. ADVISE THE ARCHITECT OF ANY PRE4XISTING BREACHES DISCOVERED IN THE COURSE OF WORK METAL SOFFIT PA (�4:) FIRST FLOOR RCP \A201/ /NO SCALE d V V V V V V V bd H FF'F 0 4' 8' 12' 16' 20' I I ❑A4101 I 0 IN. 11 1 8301 vO vO MODIFY DOWNSPOUTT WATERTO N oO J xca LD1 81/4•/ 2 X81/4" A301 (2) FIRST FLOOR 207 NO SCALE vJ SIZE GUTTER AND DOV TO ACCOMODATI FROM EXIST FLOOR PLAN GENERAL NOTES A. ALL PARTITION TYPES ARE 'M8" TYPICALLY UNLESS OTHERWISE NOTED. B. COORDINATE DIMENSIONS W/ ASTERISK [IE -'X'-X")W/ EQUIPMENT VENDOR. C. PROVIDE BULLNOSE ON ALL CMU OUTSIDE CORNERS -TYPICAL D. ALL DI MENSIONS INDICATED AS'CLEAR'ARE TO FACE OF FINISH (GYPSUM, TILE, ETC.). E ALL MASONRY DIMENSIONS ARE TO FACE OF MASO NRY UNLESS NOTED OTHERWISE. F.ALL EXTERIOR OPENI NG DIMENSIONS ARE ROUGH OPENINGS. G. COORDINATE ALL FLOOR OPENING DIMENSIONS AND CLEARANCES FOR DUCTWORK W/ MECHANICAL CONTRACTOR -TYPICAL H. COORDINATEAND/OR CONFIRM ANY DIMENSIONAL DISCREPENGES WITH ARCHITECT PRIOR TO INSTALLATION. -4R- UPPER 301UPPER LEVEL/ ADDITION ROOF W261 NO SCALE 6 4' 8' 12' 16' 20' O DEMOLITION KEYNOTES 07= DESCRIPTION 01 E] 02 DEMOLISH CANOPY OVER HEAD AND SUPPORTING MEMBERS. PREP WALL O°mow FOR NEW CONSTRUCTION AS REQUIRED. 03 1 El STORAGE ® 3 11.1\A401 -r q 401 914" BLOCKING, ETC. 04 "s XCB p 25'-111/4" 11 1 8301 vO vO MODIFY DOWNSPOUTT WATERTO N oO J xca LD1 81/4•/ 2 X81/4" A301 (2) FIRST FLOOR 207 NO SCALE vJ SIZE GUTTER AND DOV TO ACCOMODATI FROM EXIST FLOOR PLAN GENERAL NOTES A. ALL PARTITION TYPES ARE 'M8" TYPICALLY UNLESS OTHERWISE NOTED. B. COORDINATE DIMENSIONS W/ ASTERISK [IE -'X'-X")W/ EQUIPMENT VENDOR. C. PROVIDE BULLNOSE ON ALL CMU OUTSIDE CORNERS -TYPICAL D. ALL DI MENSIONS INDICATED AS'CLEAR'ARE TO FACE OF FINISH (GYPSUM, TILE, ETC.). E ALL MASONRY DIMENSIONS ARE TO FACE OF MASO NRY UNLESS NOTED OTHERWISE. F.ALL EXTERIOR OPENI NG DIMENSIONS ARE ROUGH OPENINGS. G. COORDINATE ALL FLOOR OPENING DIMENSIONS AND CLEARANCES FOR DUCTWORK W/ MECHANICAL CONTRACTOR -TYPICAL H. COORDINATEAND/OR CONFIRM ANY DIMENSIONAL DISCREPENGES WITH ARCHITECT PRIOR TO INSTALLATION. -4R- UPPER 301UPPER LEVEL/ ADDITION ROOF W261 NO SCALE 6 4' 8' 12' 16' 20' O DEMOLITION KEYNOTES ID DESCRIPTION 01 DEMOLISH DOOR, PATCH IAMB FOR ASMOOTH FINISH AS REQUIRED. 02 DEMOLISH CANOPY OVER HEAD AND SUPPORTING MEMBERS. PREP WALL O°mow FOR NEW CONSTRUCTION AS REQUIRED. 03 DEMOLGH OVERHEAD DOOR AND ALLASSOCIATED COMPONENTS, AREASOFSELECTIVEDEMOUTION. CONDUCTSELLCTIVE DEMOLITION WORK IN INCLUDING BUT NOT LIMITEDTO TRACKS, OPERATOR, PHOTO HE, MANNERTHAT WILL MINIMIZE NEED FOR DISRUPTION OF OWNER'S NORMAL OPERATIONS. REFER TO SPECIFICATIONS FOR MINIMUM ADVANCE NOTICE TO BLOCKING, ETC. 04 DEMOLISH PORTION OF CIP CONCRETE WALL WHERE INDICATED. CUTS C. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO SHALL BE PLUMB AND PROVIDE A SMOOTH FINISH. D5 MODIFYDOWNSPOUTBYTRUNCATING ABOVE NEW BUILDING ADDITION, Z DIRER WATER ONTO NEW ROOFTO SPILL INTO NEW DOWNSPOUT. PLAN KEYNOTES F777TE DESCIRP70N x>< FLOOR PLAN KEYNOTES KEYNOTE DESCRIPTION I (a) FIRST FLOOR PLAN - DEMO 201 NO SCALE 0 4' 8' 12' 16' 20' a m ❑• O DEMOLITION GENERAL NOTES U) __ A. THE OWNER'S NORMAL OPERATIONS WILL BE CONTINUED DURING DEMOLITION. DEMOUTION CONTRACTOR SHALL NOT INTERFERE WITH THESE OPERATIONS IN ANY z O°mow S. OWNER WILL OCCUPY PORTIONS OF THE BUILDING IMMED14TELYADJACENT TO ey AREASOFSELECTIVEDEMOUTION. CONDUCTSELLCTIVE DEMOLITION WORK IN \ MANNERTHAT WILL MINIMIZE NEED FOR DISRUPTION OF OWNER'S NORMAL OPERATIONS. REFER TO SPECIFICATIONS FOR MINIMUM ADVANCE NOTICE TO O OWNER. uozd C. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO � PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. Niww z�wz Z ,fyi la"I F� PROTECT EXISTING CONSTRUCTION AND OWNERS OPERATIONS. OO E PROTECT FROM DAMAGE EXISTING FINISH WORKTHAT IS TO REMAIN IN PLACE AND � FM BECOME EXPOSED DURING DEMOLITION OPERATIONS. i0R F. P ROTECT FLOORS WITH SUITABLE COVERING WHEN NECESSARY. G. COVER AND PROTECT FURNITURE,EQUIPMENT, AND FIXTURES FROM SOIWGEOR rn Z Q DAMAGE W HEN DEMOLITION WORK IS PERFORMED IN AREAS WHERE SUCH ITEMS F�J HAVE NOTBEENREMOVED. = O 0 Q. H. PRIOR TO CUTTING EXISTING CONSTRUCTION, LOCATE AND IDENTIFY SERVICES TO a LL. Lu O REMAIN IN OPERATION, INCLUDING ALL FLOOR PENETRATIONS. UNDOCUMENTED � CONDITIONS, UTILITY RISERS, ETC. AND WALLS THAT CONTAIN LIFE SAFETY VERTICAL RISERS THAT MUST REMAIN IN OPERATION DURING THE DEMOUTION - wPHO WORK. � I. CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING DIMENSIONS, PARTITION AND WALL LOCATIONS AND FLOOR ELEVATIONS INFIELD AND NOTIFYTHE OWNER'S 'ma$d3 rc CO J. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS w N. N w A i4 ENCOUNTERED,INVESTIGATE AND MEASURE BOTH NATURE AND EXTENT OF THE �mm 3 t• 2 DEMOLITION GENERAL NOTES U) Z A. THE OWNER'S NORMAL OPERATIONS WILL BE CONTINUED DURING DEMOLITION. DEMOUTION CONTRACTOR SHALL NOT INTERFERE WITH THESE OPERATIONS IN ANY W WAY WITHOUTTHE OWNER'S EXPRESSED CONSENT. S. OWNER WILL OCCUPY PORTIONS OF THE BUILDING IMMED14TELYADJACENT TO W AREASOFSELECTIVEDEMOUTION. CONDUCTSELLCTIVE DEMOLITION WORK IN \ MANNERTHAT WILL MINIMIZE NEED FOR DISRUPTION OF OWNER'S NORMAL OPERATIONS. REFER TO SPECIFICATIONS FOR MINIMUM ADVANCE NOTICE TO O OWNER. C. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. D. PROVIDE1-HOUR FIRE RESISTANT CONSTRUCTION BARRIERS WHERE KEQ'D TO PROTECT EXISTING CONSTRUCTION AND OWNERS OPERATIONS. �. O E PROTECT FROM DAMAGE EXISTING FINISH WORKTHAT IS TO REMAIN IN PLACE AND rrL^Y BECOME EXPOSED DURING DEMOLITION OPERATIONS. Uj V LIJ F. P ROTECT FLOORS WITH SUITABLE COVERING WHEN NECESSARY. G. COVER AND PROTECT FURNITURE,EQUIPMENT, AND FIXTURES FROM SOIWGEOR rn Z Q DAMAGE W HEN DEMOLITION WORK IS PERFORMED IN AREAS WHERE SUCH ITEMS 11 HAVE NOTBEENREMOVED. = O 0 Q. H. PRIOR TO CUTTING EXISTING CONSTRUCTION, LOCATE AND IDENTIFY SERVICES TO a LL. Lu O REMAIN IN OPERATION, INCLUDING ALL FLOOR PENETRATIONS. UNDOCUMENTED O CONDITIONS, UTILITY RISERS, ETC. AND WALLS THAT CONTAIN LIFE SAFETY VERTICAL RISERS THAT MUST REMAIN IN OPERATION DURING THE DEMOUTION O LL WORK. I. CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING DIMENSIONS, PARTITION AND WALL LOCATIONS AND FLOOR ELEVATIONS INFIELD AND NOTIFYTHE OWNER'S U REPRESENTATIVE OF ANY DISCREPANCIES BEFORE THE START OF WORK J. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OF DESIGN ARE ♦� U ) ENCOUNTERED,INVESTIGATE AND MEASURE BOTH NATURE AND EXTENT OF THE W CONFLICT AND NOTIFY OWNER'S REPRESENTATIVE. K. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPTWHEN AUTHORIZED IN O WRITING BY AUTHORITIES RAVING JURISDICTION. r ^ L WHERE DEMOLITION 15 REQ'D BEYOND THE LIMITS OF THE CONTRACTTO ROUTE NEW DUCTWORK, PIPING, CONDUITS ETC., RATED WALLS AND SMOKE BARRIERS V WrJ�I SHALL BE PATCHED BY CONTRACTOR REQUIRING PENETRATIONS, ALL FINISHES VJ DAMAGEDBY THE WORK SHALL BE RESTORED TO THEIR ORIGINALCONDITION. M. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQ'D. RETURN ELEMENTS OF O CONSTRUCTION AND SURFACES TO REMAIN, TO THE CONDITION EXISTING PRIOR TO START OF OPERATIONS. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED BY SELECTIVE DEMOUTION. N. PROVIDE SHORING, BRACING AND ANY OTH ER MEANS REQ'D TO PROTECT AND MAINTAIN THE SAFETY, INTEGRITY AND STABIUTY OF ALL EXISTING AND NEW CONSTRUCTION. "PMAWINARE O. WHEN ROOFING,GLAZING,FLASHING, COPING OR PORTIONS OF EXTERIOR WALLS REMOVED OR OPENED, SUITABLE WEATHER PROTECTION SHALL BE PROVIDED AND MAINTAINED FOR THE DURATION OF WORK PREPARED BY P. REMOVALOF ITEMS NOTED INCLUDES REMOVAL OF ANCHORS, ADHESIVE, HARDWARE,CONDUIT,WIRE,PIPING, ETC. FOR A COMPLETE REMOVAL OF TH E IK/MW ITEMS OR SYSTEMS. CL WHEREVERWATER CLOSETS, FLOOR SINKS OR OTHER EQUIPMENT AND RELATED CHECKEDIAPPROVED PIP ING ARE TO BE REMOVED, PATCH FLOOR SLAB W/ CONCRETE AS REQUIRED. hecker/Approv, R. ALLCONCRETE FLOOR SLABS NOTED TO BE REMOVED SHALL BE SAWCUT TO DATE PROVIDE A NEAT JOINT. S. SEE MECHANICAL, CIVIL, AND ELECTRICAL DEMOLITION DRAWINGS FOR ADDITIONAL SCOPE OF DEMOLITION WORK FEB 2022 PROJECT NUMBER T. SALVAGEALLEXISTING REMOVED BRICK FOR PATCHING AND REFINISH WORK AS REQ'D-TYPICAL 20164 U. DEMOUTION OF ANY EXISTING CONSTRUCTION SHALL INCLU DE WHAT 15 FACILITY NECESSARY AND REQ'D TO ACCOMMODATE THE REQUIREMENTS OF NEW CONSTRUCTION. REFERTO THE APPROPRIATE DRAWINGS ASTO THE EXTENT OF NEW CONSTRUCTION TO REMAIN. PTB V. SURFACES SHALL BE CLEANED AND PREPPED WITHIN THE NEW MATERIALS GUIDELINES OF INSTALLATION OFTHEIR PRODUCT IN EXISTINGCONSTRUCTION. W. ALLDEMOUTIONSHALL COMPLY WITH APPUCABLELOCAL CODES AND STATE DRAWING CODES AND ORDINANCES. X. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS A201 Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (t) 763-463-5037 9 www.ae2s.com LEVEL NUMBER NAME BASE FINISH SCHEDULE FLOOR RTH EAST SOUTH IN CEILING COMMENTS NO IRSTFLOOR 101 STORAGE EPXYPT-1 FSLR-I EPXY PT -1 EPXY PT -1 EPXY PT -1 EPXY PT -1 EPXY PT -1 SEEI 2" SEESCHED. 2" 3 6" N 1 NOTE: "A" SUFFIX INDICATES P' HEAD DOOR TYPES FRAME TYPES SAW CUT NEW OPENING; INSERT NEW UNTELAND CONCRETE MASONRY UNITS -SEE STRUCTURAL 6EALANT-1> GROUT FRAMES SOLID; THREE SIDES HOLLOW METAL FRAME; SEE DOOR SCHEDULE DOOR; SEE SCHEDULE H.M. HEAD & EXISTING CMU A301NO SCALE XX EXT. ELEVATIONS KEYNOTE KEYNOTE DESCRIPTION EXT. ELEVATION GENERAL NOTES A. REFER TO GLAZING ELEVATIONS FOR 5TOREFRONT AND CURTAINWALL ELEVATION5 .SEALANT -1> DIMPLE ANCHOR; FILL DIMPLE WITH BODY PUTTY & GRIND SMOOTH GROUT FRAME SOLID; THREE(3)SIDES FRAMEANCHOR; THREE (3) PER SIDE DOOR; SEE SCHEDULE H.M. FRAME; SEE SCHEDULE cSEAIANT-1> H.M. JAMB 0- EXISTING CMU 301 NO SCALE 993.50' TO ROOF 980.00' _ DBE EXISTING BUILDING 968.00' UPPER LEVEL FFE 954.00' FIRST FLOOR F-1 83/4" 08"NOM. 6 3/4" @ 6" NOM. SHEET MATERIAL ID LIST NOTE*** DESIGN TEAMS ARE TO NQT INDICATE ANY GEOTECHNICAL/SOILS INFORMATION. CONTRACTORS ARE TO REMAIN RESPONSIBLE FOR READING, CUTTING AND FILLING IN ACCORDANCE TO THE GEOTECHNICAL REPORT. BUILDING ELEVATIONS SHOULD ONLY INDICATE A HEAVY LINE FOR GRADE AND NO EARTH HATCH PATTERN. LINTEL; REFER TO STRUCTURAL GROUT FRAME SOLID; STHREESIDES HOLLOW METAL FRAME; SEESCHEDU LE DOOR; SEE SCHEDULE (j:) H.M. HEAD Q MASONRY OPTION 2 \A301 NO SCALE 6EAUINT-1> GROUT FPAMESOUD; ` 3 THREE(3)SI ES .., � FRAMEANCHOR ; THREE (3)PER SIDE - DOOR; SEE SCHEDULE H.M. FRAME; SEE SCHEDULE H.M. JAMB MASONRY OPTION 2 301 NO SCALE DOOR SCHEDULE gHEIGNT ME L NOTES DOOR NUMBER XW SET IRATING ROOM NAME WIDTH MAIL DOOR TYPEOORFINISH GIZ FRAME TYPE MAIL FINISH GIZ JAMB HEAD SILL COMMENTS IRST FLOOR 101 - STORAGE3'-0" 1 7'-0" FRP IN P73 1 11 JFRP 1 3-7 —07 OH102 STORAGE 10'-0" W-0" FRP OHC PT3 JM SFL PT3 ELEC. WITH BLASTPROOF OPERATOR LEVEL NUMBER NAME BASE FINISH SCHEDULE FLOOR RTH EAST SOUTH IN CEILING COMMENTS NO IRSTFLOOR 101 STORAGE EPXYPT-1 FSLR-I EPXY PT -1 EPXY PT -1 EPXY PT -1 EPXY PT -1 EPXY PT -1 SEEI 2" SEESCHED. 2" 3 6" N 1 NOTE: "A" SUFFIX INDICATES P' HEAD DOOR TYPES FRAME TYPES SAW CUT NEW OPENING; INSERT NEW UNTELAND CONCRETE MASONRY UNITS -SEE STRUCTURAL 6EALANT-1> GROUT FRAMES SOLID; THREE SIDES HOLLOW METAL FRAME; SEE DOOR SCHEDULE DOOR; SEE SCHEDULE H.M. HEAD & EXISTING CMU A301NO SCALE XX EXT. ELEVATIONS KEYNOTE KEYNOTE DESCRIPTION EXT. ELEVATION GENERAL NOTES A. REFER TO GLAZING ELEVATIONS FOR 5TOREFRONT AND CURTAINWALL ELEVATION5 .SEALANT -1> DIMPLE ANCHOR; FILL DIMPLE WITH BODY PUTTY & GRIND SMOOTH GROUT FRAME SOLID; THREE(3)SIDES FRAMEANCHOR; THREE (3) PER SIDE DOOR; SEE SCHEDULE H.M. FRAME; SEE SCHEDULE cSEAIANT-1> H.M. JAMB 0- EXISTING CMU 301 NO SCALE 993.50' TO ROOF 980.00' _ DBE EXISTING BUILDING 968.00' UPPER LEVEL FFE 954.00' FIRST FLOOR F-1 83/4" 08"NOM. 6 3/4" @ 6" NOM. SHEET MATERIAL ID LIST NOTE*** DESIGN TEAMS ARE TO NQT INDICATE ANY GEOTECHNICAL/SOILS INFORMATION. CONTRACTORS ARE TO REMAIN RESPONSIBLE FOR READING, CUTTING AND FILLING IN ACCORDANCE TO THE GEOTECHNICAL REPORT. BUILDING ELEVATIONS SHOULD ONLY INDICATE A HEAVY LINE FOR GRADE AND NO EARTH HATCH PATTERN. LINTEL; REFER TO STRUCTURAL GROUT FRAME SOLID; STHREESIDES HOLLOW METAL FRAME; SEESCHEDU LE DOOR; SEE SCHEDULE (j:) H.M. HEAD Q MASONRY OPTION 2 \A301 NO SCALE 6EAUINT-1> GROUT FPAMESOUD; ` 3 THREE(3)SI ES .., � FRAMEANCHOR ; THREE (3)PER SIDE - DOOR; SEE SCHEDULE H.M. FRAME; SEE SCHEDULE H.M. JAMB MASONRY OPTION 2 301 NO SCALE _ 993.50' TO ROOF _ _ 980.00' DBE 5 GROUT FRAME SOLID; STHREE SIDES HOLLOW METAL FRAME; SEESCHEDUIE DOOR; SEE SCHEDULE 10 H.M. HEAD (a_ MASONRY OPTION 1 AA3301 NO SCALE 6EAIANT-1> FRAMESOUD; L 3 3 THREE GROUTROUT3)SIDES FRAMEANCHOR; THREE (3) PER SIDE DOOR; SEE SCHEDULE H.M. FRAME; SEE SCHEDULE ri'� H.M. JAMB @_ MASONRY OPTION 1 301 NO SCALE <RMU-1D> EAST ELEVATION r21 SOUTH ELEVATION WEST ELEVATION \A301 NO SCALE 301 NO SCALE301 NO SCALE 0 4' 8' 12' 16' 20' 0 4' 8' 12' 16' 20' D 4' 8' 12' 16' 20' Advanced Engineering and Environmental Services, Inc. 9 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (t) 763-463-5037 0 www.ae2s.com S C' a Z W W 0 W ca G 0 U) W O O Q H W �- OW of LLOFo F- > o UU tW U DRAWINGTYPE CONSTR PREPARED BY IK / MW CHECKEDIAPPROVED hecker/ Appro% DATE FEB 2022 PROJECT NUMBER 20164 FACILITY PTB DRAWING A301 _ 993.50' TO ROOF _ _ 980.00' DBE 5 GROUT FRAME SOLID; STHREE SIDES HOLLOW METAL FRAME; SEESCHEDUIE DOOR; SEE SCHEDULE 10 H.M. HEAD (a_ MASONRY OPTION 1 AA3301 NO SCALE 6EAIANT-1> FRAMESOUD; L 3 3 THREE GROUTROUT3)SIDES FRAMEANCHOR; THREE (3) PER SIDE DOOR; SEE SCHEDULE H.M. FRAME; SEE SCHEDULE ri'� H.M. JAMB @_ MASONRY OPTION 1 301 NO SCALE <RMU-1D> EAST ELEVATION r21 SOUTH ELEVATION WEST ELEVATION \A301 NO SCALE 301 NO SCALE301 NO SCALE 0 4' 8' 12' 16' 20' 0 4' 8' 12' 16' 20' D 4' 8' 12' 16' 20' Advanced Engineering and Environmental Services, Inc. 9 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (t) 763-463-5037 0 www.ae2s.com S C' a Z W W 0 W ca G 0 U) W O O Q H W �- OW of LLOFo F- > o UU tW U DRAWINGTYPE CONSTR PREPARED BY IK / MW CHECKEDIAPPROVED hecker/ Appro% DATE FEB 2022 PROJECT NUMBER 20164 FACILITY PTB DRAWING A301 FFE Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 • (t) 763-463-5036 (f) 763-463-5037 0 www.ae2s.com cc V/ 1— Z WW G \W 0 rr, In C 0 WW z 1� _ ~O O O LL W OJ LL LL co F- F— > O LLLL U F- 00 W 0 UI W U) 0 DRAWINGTYPE CONSTR PREPARED BY IK/MW CHECKED/APPROVED DATE FEB 2022 20164 SBT DRAWING A201 oZ. FLOOR PLAN GENERAL NOTES p�= SHEET MATERIAL ID LIST KK FLOOR PLAN KEYNOTES H� °w= MATERIALID SPEC SECTION DESCRIPTION KEYNOTE DPSCRIPTION A. FOR TYPICAL HARRIER FREE TOILET ROOM TYPES AND ACCESSORIES REQUIREMENTS Ov60i (7 01 42" STEEL GUARDRAIL; FACTORY PAINTED Q w U AND LOCATIONS SEE DWG G120. U B. FORTYPICALHOUSEKEEPING CLOSETS ACCESSORIES REQUIREMENTS AND MOUNTING LOCATIONS SEE DWG GX%%. MO NTING p_ cLL-iK-z- a p 0 C.ALL PARTITION TYPES ARE "W TYPICALLY UNLESS OTHERWISE NOTED. www D. CO ORDINATE PARTITION FIRE RATED REQUIREMENTS AS INDICATED ON REFLECTED i C/\wOz Z CEILING PUINS- DRAWING SERIES A700. E. COORDINATE DIMENSIONS W/ ASTERISK (IE -')'-X^)W/ EQUIPMENT VENDOR. F. PROVIDE BULLNOSE ON ALL [MU OUTSIDE CORNERS -TYPICAL NSC -0 G. FOR INTERIOR METALSTUD CONSTRUCTION ALL DIMENSIONS ARETO FACE OF METAL STUDS UNLESS NOTED OTHERWISE. - iwwQ H. ALL DIMENSIONS IN DICATED AS'CLEAR'ARE TO FACE OF FINISH (GYPSUM, TILE, FAUN �m> ETC.). "oar m R I. ALL MASONRY DIMENSIONS ARE TO FACE OF MASONRY UNLESS NOTEDU<� ,. " R OTHERWIS. m 1.ALLDMRIOR OPENING DIMENSIONS ARE ROUGH OPENINGS. K. COORDINATE ALL FLOOR OPENI NG DIMENSIONS AND CLEARANCES FOR DUCTWORK m6Q� 0 rcrg G W/MECHANICALCONTRACTOR-TYPICAL i 3yFsw- L COORDINATEAND/OR CONFIRM ANY DIMENSIONAL DISCREPENCIES WITH m ARCHITECT PRIOR TO INSTALLATION. FFE Advanced Engineering and Environmental Services, Inc. 0 Water Tower PI Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 • (t) 763-463-5036 (f) 763-463-5037 0 www.ae2s.com cc V/ 1— Z WW G \W 0 rr, In C 0 WW z 1� _ ~O O O LL W OJ LL LL co F- F— > O LLLL U F- 00 W 0 UI W U) 0 DRAWINGTYPE CONSTR PREPARED BY IK/MW CHECKED/APPROVED DATE FEB 2022 20164 SBT DRAWING A201 A.iewwnS •oN 6uinne.a(3 aIeDS 04 4ON ale:)S ZZOZ/ZO/ZO alea .aau61Sa(3 m .70 2) r+ _I O O rh lir 3* 3 rt I t ti ! 1� m@'A 4ua unD 1at � #1 l f i f y'�